Model Working Estimate_NREGS

8/10/2019 Model Working Estimate_NREGS

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Work ID : 057043101001080024

: West Godavari

: P.R.I. Sub-Division, Tanuku

: Iragavaram

GOVERNMENT OF ANDHRA PRADESH

PANCHAYATI RAJ ENGINEERING DEPARTMENT

EAST GODAVARI DISTRICT

Proejct for Comprehesive Development of SC/ST Colonies

G O NO 389

WORKING Cum RECAST ESTIMATE

Name of the Sub-

division

Name of the Mandal

Name of the work Comprehensive Development - Providing Internal

Roads with CC Drains in SC, ST localities in Relangi

Village of Iragavaram Mandal

Estimate Cost Rs.315.00Lakhs/ Rs.315.00Lakhs

Name of the District



Rs 315.00 Lakhs

The 1st working estimate was approved on dated.11.03.2013 of the CE,

MGNREGS, PR, Hyderabad with following provisions.

Total Length of Roads

Total Length of Shoulders Proposed 9236.7

Specification Report to accompanying the 2nd Working cum Recast estimate prepared for the work

Comprehensive Development - Providing Internal Roads with CC Drains in SC, ST localities in

Relangi Village of Iragavaram Mandal

Working Estimate Amount

The above work was administratively sanctioned under GO MS No 389 in MGNREGS

Grant Vide Proceedings Rc No D1/3//2011 (SC/ST Colonies) Dt.27-1-2012 of District Collector, West

Godavari District, Eluru. The total length of the road is 9236.70 Metres

The Estimate is technically sanctioned in TSR No.179/2011-12 Dt.01-02-2012 by the

Chief Engineer,PR , NREGS, Hyderabad with following provisions. The work ID is 057043101001080024.

The Original estimate approved with following lengths.

Total Length of Roads 9236.70mincluding existing CC

roads length

The 1st working estimate data was approved on dt.11.3.2013 without Municipal

allowence, but this village comes in the radius of 12km from Tanuku municipality and original estimate

was approved with Municipal allowence. And for RSSR data tasks giving the NMRs for wage seekers

having job cards (bonafied labor) in the village and for CSSR tasks Mazdoors, Masons are coming other

areas and they are eligible for getting municiple allowences.

Hence, this working estimate has been prepared for CSSR rates for WBM Gr-II

materials & 20mm-12mm size HBG metal with approved Quotations for the year 2012-13 by EE, PRI,

Eluru, because the agreement period of material tenders is completing on 31.3.2013 and for continuing

the work, the WBM Gr-II material rates & 20mm-12mm size HBG metal are approved vide Circular

No.7826/EGS/DEE(SS)/2012 dt.22.02.2013 of the Commissioner, RD, Hyderabad and with Municipal

allowence for 1st class masons, 2nd class masons & mazdoors in CSSR 2012-13 rates for already

executed quanities. The cement & steel rates are allowed as per date of recording.

The thickness of roads are executed as per IRC:SP:62-2004 "Table 5 for Concrete

Pavement Thickness for Rural Roads" for Low traffic (wheel load-30kN) in Zone-III in . A few roads

executed with thickness of 125mm and 150mm for narrow streets, dead end streets and with one side

feeder channel & other side houses.

Total Length of CC Drain Proposed 8172.00m

Total Length of Shoulders Proposed 9236.70m

Total Length of Gravel Road Proposed 8200.00m

Total Length of WBM Road Proposed 8200.00m

Total Length of CC Road Proposed 8502.00m

Total Length of CC Road Proposed 8502.00m

Total Length of CC Drain Proposed 8335.00m

163m excess to connect

the lead drains which

are near by the localities

of the village

9236.70m

Total Length of Gravel Road Proposed 8200.00m

Total Length of WBM Road Proposed 8200.00m

Page 2 of 89



Length of CC Drain to be executed with CSSR 2013-14

proposed in 2nd working estimates rates3700.00m

CC Drain

8502.00m

Length of CC Roads executed with CSSR 2011-12

with Original estimates rates0.00m

Length of CC Roads executed with CSSR 2012-13

with 1st working estimates rates4291.05m

Balance Length of CC Roads to be executed with

CSSR 2013-14 proposed in 2nd working estimates

rates

4210.95m

Out of Balance Length of GSB Roads to be executed

with CSSR 2013-14 proposed in 2nd working

estimates rates

4804.20m

Length of WBM Gr-II layer Roads executed with CSSR

2011-12 with Original estimates rates1923.00m

existing CC roads & new

CC roads

GSB Layer

Length of GSB Roads executed with CSSR 2011-12

with Original estimates rates1659.00m

CC Road

Total Length of WBM Gr-II layer Roads Proposed in

Original estimate8200.00m

Balance Length of WBM Gr-II layer Roads to be

executed with CSSR 2013-14 proposed in 2nd working

estimates rates

3018.40m

Total Length of CC Roads Proposed in Originalestimate

CC drain proposed on

one side of road are

proposed& for narrow

streets less than 2m

width roads drains are

removed

Total Length of CC Drain Proposed in Original estimate 8172.00m

Length of WBM Gr-II layer executed with CSSR 2012-

13 with 1st working estimates rates3258.60m

Length of CC Drainexecuted with CSSR 2012-13 with

1st working estimates rates0.00m

Length of CC Drain executed with CSSR 2011-12 withOriginal estimates rates

0.00m

The 2nd working estimate was with following provisions.

Total Length of Roads 9236.70m

Total Length of GSB Roads Proposed in Original

estimate8200.00m

And the balance lengths for GSB layer, WBM Gr-II layer and CC roads after

executing lengths with CSSR 2012-13 & approved metal rates, are prepared with CSSR 2013-14 rates

vide Circular No.7826/EGS/DEE(SS)/2012 dt.22.02.2013 of the Commissioner, RD, Hyderabad and

Circular No.5622/EGS/DEE(T)/2013 dated.5.12.2013 of the Commissioner, RD, Hyderabad and with

Municipal allowence for 1st class masons, 2nd class masons & mazdoors in CSSR 2013-14 rates. The

current cement & steel rates are allowed.

WBM Gr-II layer

Length of GSB Roads executed with CSSR 2012-13

with 1st working estimates rates1736.80m

Page 3 of 89



Executive Engineer Deputy Executive Engineer Mandal Engineering Officer

PRI Div Eluru PRI Sub Dvn Tanuku MPP Iragavaram

The 2nd working estimate has been prepared with the specifications approved in 1st

working estimate and with Part-I for work already executed with approved rates in 1st working estimate

and approved rates for metal with e tender rates and quotations approved by EE, PRI, Eluru. And Part-II

prepared for balance lengths with CSSR 2013-14 vide Circular No.7826/EGS/DEE(SS)/2012

dt.22.02.2013 of the Commissioner, RD, Hyderabad.The Work will be executed as per standard

specifications of MGNREGS norms & APDSS.

2) Provision for Construction of GRAVEL SUB BASE / SHOULDERS by providing well graded meterial

(i.e 66% of Gravel having stone aggregate of 9.5 mm to 4.75mm size and 34% of Sand of size less than

2.6mm ) for a balance length 4804.20m width 3.50m of thickness 0.15 on earthen road formation and for

shoulders of Newly constructed CC road length 8502.00m width 0.60m of thickness 0.10m are proposed.

3) Provision for Construction of WBM road surface for base to CC pavement of balance length 3018.40m

width 3.30m thickness 0.075m as per cross section communicated.

4) Provision for Construction of CC pavement of balance length 4210.95m width 2.50m thickness 0.125mas per cross section communicated.

5) Provision for Name board is proposed.

6) Provision for VAT 5%, QC charges at 0.50%, and flactuations of rates in cement and stell are

proposed.

Length of Shoulders to be executed with CSSR 2013-

14 proposed in 2nd working estimates rates8502.00m

length of shoulders

restricted to New CC

road laid

Gravel Shoulders

1) Provision for Construction of CC drain of length 3700.00m of type 4 cross section is proposed on one

side of streets in SC and ST localities to connect the out let near the SC and ST localities and cross

drains of 46Nos are proposed to the existing CC roads and slab culverts of 4Nos of 0.75m vent are

proposed to cross the PR roads.

Total Length of Shoulders Proposed in Original

estimate9236.70m

Page 4 of 89



Working Estimat Rs.315.00Lakhs/ Rs.315

Quantites and Rates shall be as per technically sanctioned estimate.

Rates shall be worked out as per standard data basing on rates available in RSSR and CSSR.

Road Work (RW)

Rate Per

Unit

(in Rs)

1 CC12.Collection & Supply of material containing 66% (61% to

71%) of gravel having aggregates of 9.5 mm to 4.75 mm size,

and 34% (29% to 39%) of sand of size less than 2.36 mm to

obtain CBR Value not less than 15 and plasticity index <6% in

soaked condition when compacted including cost, conveyance,seigniorage and labour charges and stacking to Departmental

guage for pre measurements as per MORD standards for Sub

Base as per Technical Specification clause 401 MORD & as

per Table 400.1 Grading III towards construction of Sub-base

for compaction upto OMC excluding sand

cum 16693 811.75 279.62





soaked condition when compacted including cost, conveyance,

seigniorage and labour charges and stacking to Departmental




for compaction upto OMC excluding Gravel

cum 16695 811.75 185.31

3 CC24.Engaging unskilled labour for spreading the collected

Gravel with sand / stonedust / coarse graded material Grade B /

Grade III and sectioning to sub base & shoulders (RSSR)

cum 16705 811.75 14.70

4 CC25.Compaction of collected gravel / sand / stonedust /

coarse graded material Grade B / Grade III to OMC using 8-l0T

Static Road Roller to achieve CBR value not less than15 and

plasticity index <6% with required waterings and keeping the

rolled surface wet for a period of 15 days as per standards for

Sub Base CSSR

cum 16706 811.75 101.69

5 CC26.Supply and collection of mixer of stone aggregates

having 50% of 60-63mm HBG metal ,46% of 40-45mm HBG

metal and 4% of 19-22mm HBG metal including cost

,conveyance, seigniorage charges, loading, unloading and

stacking to departmental gauge for pre measurements for WBM

Grade.II surfaces per MORD standards (91mm loose to 75 mm

com acted CSSR excludin screenin s

cum 16707 427.54 1149.50

Part - I: Work Executed

with CSSR2011-12

C) Abstract estimate

Comprehensive Development - Providing Internal Roads with CC Drains in SC, ST l

in Relangi Village of Iragavaram Mandal

S. No Task Name Unit Task code Qty

Page 5 of 89



Rate Per

Unit

(in Rs)








compacted) (CSSR) excluding Grade II Metal

cum 16709 427.54 232.26

7 CC30.Spreading & compaction of the collected mixer of stone

aggregates in uniform thicknesses and with good gravel for

blindage, hand packing and rolling with 8-l0T Power Road

Roller in stages to proper grade and camber with required

waterings and compacting to the required density grading 2 as

per technical specifications clause 405 MORD/404 MORTH

keeping the rolled surface wet for a period of 15 days including

brooming for (91 mm loose to 75 mm compacted) (CSSR)

cum 16711 427.54 290.28

8 CC33.Earthwork in excavation for side drain structure as per

drawing and technical specifications Clause 305.1 including

setting out, construction of shoring and bracing, removal of

stumps and other deleterious material and disposal upto a leadof 50 m, dressing of sides and bottom and backfilling in

trenches with excavated suitable material as per Technical

Specification 305 MORD / 304 MORTH (RSSR)

cum 16714 50.42 71.08

With CSSR 2012-139 CC07.Cost and conveyance of sand for filling including all

char es but excludin labour char es for fillin CSSR

cum 16688 2.59 637.65

10 CC09.Engaging Unskilled Labour for filling foundation with

sand but excluding cost & conveyance of sand (RSSR)

cum 16690 2.59 16.64











cum 16693 875.32 336.50






seigniorage and labour charges and stacking to Departmentalguage for pre measurements as per MORD standards for Sub



for compaction upto OMC excluding Gravel

cum 16695 875.32 223.18




cum 16705 875.32 16.64

Page 6 of 89





Rate Per

Unit

(in Rs)


21 CC43.Supply of Sand for Plain vibrated Cement Concrete M 15

grade using 67% of 20mm HBG graded metal & 33% of 12mm

HBG graded metal mechanically mixed including cost and

conveyance of all materials inclusve of seignorage

charges,centering ,laying, vibrating and curing and machine

mixing charges for Side Walls of Side Drains etc., complete as

per drawings and technical specification Clauses 802, 804, 805,806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200

MORTH

cum 16724 5.08 347.83

22 CC45.Plain vibrated Cement Concrete M 15 grade using 67%

of 20mm HBG graded metal & 33% of 12mm HBG graded

metal mechanically mixed including cost and conveyance of all

materials inclusve of seignorage charges,centering ,laying,

vibrating and curing and machine mixing charges for Side

Walls of Side Drains etc., complete as per drawings and

technical specification Clauses 802, 804, 805, 806, 807, 1202

and 1204 MORD and 1500, 1700 & 2200 MORTH

cum 16726 5.08 960.27

23 CC46.Sipply and delivary of cement for Construction of un-

reinforced, jointed at expansion and construction joint only,

plain cement concrete pavement, thickness as per design, over a

prepared sub base, with 43 grade cement or any other type as

per clause 1501.22 M30(Grade), coarse and fine agregates

conforming to IS:383 maximum size of coarse agregate not

exceeding 25mm, mixed in a concrete mixer of not less than

0.2cum capacity and using approved mix design, laid in

approved fixed side form work (steel channel, laying and fixing

of 125 micron thick polythene film, wedges, steel plates

including levelling the form work as per drawing), spreading

the concrete with shovels, rakes, compacted using plate

vibrators and finished in continous operation including

provision of contraction and expansion, construction joints

using Mastic pad/ primer, construction joint, admixtures as

approved, curing of concrete slabs for 14 days, and water

finishing to lines and grade as per drawing and technical

specification clause 1501.22 including seignorage

charges.(without dowel bars) upto May 2013

cum 16727 1386.98 1575.00

Page 8 of 89





Rate Per

Unit

(in Rs)


25 CC49.Supply of Sand for Construction of un-reinforced,

jointed at expansion and construction joint only, plain cement

concrete pavement, thickness as per design, over a prepared sub

base, with 43 grade cement or any other type as per clause

1501.22 M30(Grade), coarse and fine agregates conforming to

IS:383 maximum size of coarse agregate not exceeding 25mm,

mixed in a concrete mixer of not less than 0.2cum capacity andusing approved mix design, laid in approved fixed side form

work (steel channel, laying and fixing of 125 micron thick

polythene film, wedges, steel plates including levelling the form

work as per drawing), spreading the concrete with shovels,

rakes, compacted using plate vibrators and finished in

continous operation including provision of contraction and

expansion, construction joints using Mastic pad/ primer,

construction joint, admixtures as approved, curing of concrete

slabs for 14 days, and water finishing to lines and grade as

per drawing and technical specification clause 1501.22

including seignorage charges.(without dowel bars)

cum 16730 1963.87 326.09

26 CC51.Construction of un-reinforced, jointed at expansion andconstruction joint only, plain cement concrete pavement,

thickness as per design, over a prepared sub base, with 43 grade

cement or any other type as per clause 1501.22 M30(Grade),

coarse and fine agregates conforming to IS:383 maximum size

of coarse agregate not exceeding 25mm, mixed in a concrete

mixer of not less than 0.2cum capacity and using approved mix

design, laid in approved fixed side form work (steel channel,

laying and fixing of 125 micron thick polythene film, wedges,

steel plates including levelling the form work as per drawing),

spreading the concrete with shovels, rakes, compacted using

plate vibrators and finished in continous operation including


using Mastic pad/ primer, construction joint, admixtures asapproved, curing of concrete slabs for 14 days, and water



charges.(without dowel bars) Excluding Cement,Sand,Metal

cum 16732 1963.87 1245.75

27 CC52.Supply of Cement for RCC M-20 Nominal mix using 20

mm to 12 mm Graded size crushed hard granite metal including

C/c of all materials, taxes, operational, incidental and labour

charges such as machine mixing, laying concrete, curing etc.,

complete but excluding cost of steel and its fabrication charges

for finished item of work for Slab over drain.

cum 16733 2.71 1815.00

28 CC53.Collection and Supply of Metal for RCC M-20 Nominalmix using 20 mm to 12 mm Graded size crushed hard granite

metal including C/c of all materials, taxes, operational,

incidental and labour charges such as machine mixing, laying

concrete, curing etc., complete but excluding cost of steel and

its fabrication charges for finished item of work for Slab over

drain.

cum 16734 2.71 1420.00

Page 10 of 89



Rate Per

Unit

(in Rs)


29 CC55.Supply of Sand for RCC M-20 Nominal mix using 20






cum 16736 2.71 326.09

30 CC57.RCC M-20 Nominal mix using 20 mm to 12 mm Graded

size crushed hard granite metal including C/c of all materials,

taxes, operational, incidental and labour charges such as

machine mixing, laying concrete, curing etc., complete but

excluding cost of steel and its fabrication charges for finished

item of work for Slab over drain excluding cement,metal and

sand

cum 16738 2.71 1008.79

31 CC58.Supplying HYSD bar reinforcement in slab over drain

etc.,complete

MT 16739 0.129 44625.00

32 CC59.Engaging labour for fitting and placing HYSD bar

reinforcement in slab over drain complete and technical

specifications including cost of binding wire

day 16740 0.129 5740.00

1 CC07.Cost and conveyance of sand for filling including all

charges but excluding labour charges for filling (CSSR)

cum 16688 564.08 688.51

2 CC09.Engaging Unskilled Labour for filling foundation with


cum 16690 564.08 16.64











cum 16693 2522.21 374.09









per Table 400.1 Grading III towards construction of Sub-basefor compaction upto OMC excluding Gravel

cum 16695 2522.21 240.98




cum 16705 2522.21 16.64

Part I Sub Total

PART -II To be ExecutedWith Current SSR 2013-14

Page 11 of 89



Rate Per

Unit

(in Rs)







Sub Base CSSR

cum 16706 2522.21 126.96







com acted CSSR excludin screenin s

cum 16707 747.05 1401.32







compacted) (CSSR) excluding Grade II Metal

cum 16709 747.05 276.92

9 CC30.Spreading & compaction of the collected mixer of stone


blindage, hand packing and rolling with 8-l0T Power Road






cum 16711 747.05 384.49

10 CC33.Earthwork in excavation for side drain structure as per

drawing and technical specifications Clause 305.1 including

setting out, construction of shoring and bracing, removal of

stumps and other deleterious material and disposal upto a leadof 50 m, dressing of sides and bottom and backfilling in

trenches with excavated suitable material as per Technical

Specification 305 MORD / 304 MORTH (RSSR)

cum 16714 1926.49 80.47

11 CC40.Supply and delivery of Cement for Plain vibrated Cement

Concrete M 15 grade using 67% of 20mm HBG graded metal

& 33% of 12mm HBG graded metal mechanically mixed

including cost and conveyance of all materials inclusve of

seignorage charges,centering ,laying, vibrating and curing and

machine mixing charges for Side Walls of Side Drains etc.,

complete as per drawings and technical specification Clauses

802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500,

1700 & 2200 MORTH

Bag 16721 726.41 1450.00

Page 12 of 89



Rate Per

Unit

(in Rs)


12 CC41.Collection and supply of Metal for Plain vibrated Cement

Concrete M 15 grade using 67% of 20mm HBG graded metal

& 33% of 12mm HBG graded metal mechanically mixed

including cost and conveyance of all materials inclusve of

seignorage charges,centering ,laying, vibrating and curing and

machine mixing charges for Side Walls of Side Drains etc.,

complete as per drawings and technical specification Clauses802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500,

1700 & 2200 MORTH

cum 16722 726.41 1551.89


grade using 67% of 20mm HBG graded metal & 33% of 12mm

HBG graded metal mechanically mixed including cost and

conveyance of all materials inclusve of seignorage


mixing charges for Side Walls of Side Drains etc., complete as

per drawings and technical specification Clauses 802, 804, 805,

806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200

cum 16724 726.41 378.48


of 20mm HBG graded metal & 33% of 12mm HBG gradedmetal mechanically mixed including cost and conveyance of all






cum 16726 726.41 3043.36

15 CC46.Sipply and delivary of cement for Construction of un-


plain cement concrete pavement, thickness as per design, over a

prepared sub base, with 43 grade cement or any other type as

per clause 1501.22 M30(Grade), coarse and fine agregates

conforming to IS:383 maximum size of coarse agregate notexceeding 25mm, mixed in a concrete mixer of not less than




including levelling the form work as per drawing), spreading

the concrete with shovels, rakes, compacted using plate

vibrators and finished in continous operation including






cum 16727 1315.92 2030.00

Page 13 of 89





Rate Per

Unit

(in Rs)


18 CC51.Construction of un-reinforced, jointed at expansion and

construction joint only, plain cement concrete pavement,

thickness as per design, over a prepared sub base, with 43 grade

cement or any other type as per clause 1501.22 M30(Grade),

coarse and fine agregates conforming to IS:383 maximum size

of coarse agregate not exceeding 25mm, mixed in a concrete

mixer of not less than 0.2cum capacity and using approved mixdesign, laid in approved fixed side form work (steel channel,

laying and fixing of 125 micron thick polythene film, wedges,

steel plates including levelling the form work as per drawing),

spreading the concrete with shovels, rakes, compacted using

plate vibrators and finished in continous operation including







cum 16732 1315.92 1388.82

19 CC52.Supply of Cement for RCC M-20 Nominal mix using 20






cum 16733 40.20 1914.00

20 CC53.Collection and Supply of Metal for RCC M-20 Nominal

mix using 20 mm to 12 mm Graded size crushed hard granite




its fabrication charges for finished item of work for Slab over drain.

cum 16734 40.20 1551.89

21 CC55.Supply of Sand for RCC M-20 Nominal mix using 20






cum 16736 40.20 354.83






item of work for Slab over drain excluding cement,metal andsand

cum 16738 40.20 1192.95


etc.,complete

MT 16739 3.00 44100.00




day 16740 3.00 6920.00

Additional Tasks

Page 15 of 89



Rate Per

Unit

(in Rs)


25 Collection & Supply of good gravel including

cost,conveyance, seigniorage and labour charges and

stacking to Departmental guage for pre-measurements

for blinda e,shoulders

Cum Addl Task 1020.24 440.11

26 Engaging unskilled labour for spreading the collected Gravel

and sectioning for Blindage,Shoulders (RSSR)

Cum Addl Task 1020.24 16.64

27 Compaction of collected well graded granular soil to OMC using

8-10T Power Road Roller to achieve CBR value not <15% and


rolled surface wet for a period of 15 days as per MoRD

standards for Shoulders (CSSR)

Cum Addl Task 1020.24 114.24

28 Seniorage charges for Gravel Cum 4762.12 22.00

29 Seniorage charges for Metal Cum 6621.14 50.00

30 Seniorage charges for Sand Cum 3886.25 40.00

31 Supply and fixing of MS name board of size 4feet X 3feet size

including painting and required lettering as per standard

specifications

No Addl Task 1.00 3000.00

32 VAT at 5 % on all items of work except of Cement Component

33 Provision towards QC Charges at 0.5% on Overall estimate

cost except on VAT and Supervisor charges.

34 Unforeseen items

Total

Deputy Executive Engineer Mandal EngineerinPRI Sub Dvn Tanuku MPP Iragavar

Executive Engineer

PRI Div Eluru

Sub Total for Part II

Sub Total (Part I+Part II+ Seniorage charges+Name board)

Page 16 of 89



.00Lakhs

Amount

(Rs.)

226982

150425

11933

82547

491457

ocalities

Page 17 of 89



Amount

(Rs.)

99300

124104

3584

1652

43

294545

195354

14565

Page 18 of 89





Amount

(Rs.)

1767

4878

2184498

Page 20 of 89







Amount

(Rs.)

884

2734

5757

740

12477361

388371

9386

943540

607797

41969

Page 23 of 89





Amount

(Rs.)

1127312

274936

2210738

2671322

Page 25 of 89



Amount

(Rs.)

2042164

466928

Page 26 of 89



Amount

(Rs.)

1827573

76949

62391

14265

47960

132300

20760

Page 27 of 89



Amount

(Rs.)

449018

16977

116552

16618721

104767

331057

155450

3000

29690356

1102354

142444

564846

31500000

0

Officer am

Page 28 of 89



Working Estimate : Rs.315.00Lakhs

Quantites and Rates shall be as per technically sanctioned estimate.

Rates shall be worked out as per standard data basing on rates available in RSSR and CSSR.

Road Work (RW)

L B D

CC12.Collection & Supply of material containing 66% (61% to










cum 16693 811.75

Road 36 Chilivaripeta on PR road in village limits

(MBNo.826B/ELR/NREGS/11-12) 1 229.00 3.50 0.15 120.23

Road 41 From Dhayam Yesebu H to Kamana Srinu H at

Bobbarajupalem (MBNo.826B/ELR/NREGS/11-12) 1 226.00 3.30 0.15 111.87

Road45 From Community Hall to Tatipaka Baburao H at


Road 64 From Approach road to Antinavaripalem from R&B

road to Manupati Gangayya H at Antinavaripalem

(MBNo.826B/ELR/NREGS/11-12) 1 100.00 3.50 0.15 52.50

Road 7 Approach road to Indiranagar from Relangi via

Punthalo musalamma temple at Relangi

(MBNo.824B/ELR/NREGS/11-12) 1 287.00 3.50 0.15 150.66

Road 13 From Mandapati Varadaraju H to Aabotula

Bhaskararao H at Indiranagar (MBNo.824B/ELR/NREGS/11-

12) 1 175.00 3.50 0.15 91.88

Road 15 From Muppeti Salman H to Chirra Charles H at

Indiranagar (MBNo.824B/ELR/NREGS/11-12) 1 186.00 3.50 0.15 97.65

Road 5 From Manupati Subbamma H to Manupati

Ramakrishna H at Relangi (MBNo.824B/ELR/NREGS/11-12)

1 210.00 3.30 0.15 103.95

Road 22 From Boora Jamimdar H to Reddimilli Bhimamma H

at Indiranagar (MBNo.827B/ELR/NREGS/11-12)

1 41.00 3.50 0.15 21.53

1659.00 811.75

2 CC14.Collection & Supply of material containing 66% (61%

to 71%) of gravel having aggregates of 9.5 mm to 4.75 mm

size, and 34% (29% to 39%) of sand of size less than 2.36mm to obtain CBR Value not less than 15 and plasticity index

<6% in soaked condition when compacted including cost,

conveyance, seigniorage and labour charges and stacking to

Departmental guage for pre measurements as per MORD

standards for Sub Base as per Technical Specification clause

401 MORD & as per Table 400.1 Grading III towards

construction of Sub-base for compaction upto OMC excluding

Gravel

cum 16695 811.75

Comprehensive Development - Providing Internal Roads with CC Drains in SC, ST

localities in Relangi Village of Iragavaram Mandal

Detailed estimateS No

Descitpion of item of work NoMeausurements Content

s

Part - I: Work Executed1

Page 29 of 89



L B D

S NoDescitpion of item of work No

Meausurements Content

s

3 CC24.Engaging unskilled labour for spreading the

collected Gravel with sand / stonedust / coarse graded

material Grade B / Grade III and sectioning to sub base &

shoulders (RSSR)

cum 16705 811.75





rolled surface wet for a period of 15 days as per standards for Sub Base (CSSR)

cum 16706 811.75

CC26.Supply and collection of mixer of stone aggregates




stacking to departmental gauge for pre measurements for

WBM Grade.II surfaces per MORD standards (91mm loose to

75 mm compacted) (CSSR) excluding screenings

cum 16707 427.54

Road 36 Chilivaripeta on PR road in village limits

(MBNo.826B/ELR/NREGS/11-12) 1 229.00 3.30 0.075 56.68

Road 37 From Anganwadi Center on PR road to SC peta at

Chukkavarithota (MBNo.826B/ELR/NREGS/11-12) 1 90.00 3.30 0.075 22.28

1 120.00 2.20 0.075 19.80

1 114.00 3.00 0.075 25.65

(MBNo.828B/ELR/NREGS/11-12) 1 335.00 2.50 0.075 62.81



Road 64 From Approach road to Antinavaripalem from R&B

road to Manupati Gangayya H at Antinavaripalem

(MBNo.826B/ELR/NREGS/11-12) 1 331.00 3.30 0.075 81.92

Road 40 Approach road to Bobbarajupalem SC peta from

Pandi Nageswararao H in Bobbarajupalem

(MBNo.828B/ELR/NREGS/11-12) 1 340.00 3.00 0.075 76.50

1923.00 427.54







75 mm compacted) (CSSR) excluding Grade II Metal

cum 16709 427.54

7 CC30.Spreading & compaction of the collected mixer of

stone aggregates in uniform thicknesses and with good gravel

for blindage, hand packing and rolling with 8-l0T Power Road






cum 16711 427.54

CC33.Earthwork in excavation for side drain structure as

per drawing and technical specifications Clause 305.1

including setting out, construction of shoring and bracing,

removal of stumps and other deleterious material and disposal

upto a lead of 50 m, dressing of sides and bottom and

backfilling in trenches with excavated suitable material as per

Technical Specification 305 MORD / 304 MORTH (RSSR)

cum 16714 50.42

5

8

Page 30 of 89



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s

FOR SIDE DRAINS

Road 11 from Chebrolu Ramakrishna H to Geddam Adam H in

Indiraagar (MBNo.825B/ELR/NREGS/11-12) 1 64.00 1.01 0.78 50.42

50.42

50.42











cum 16693 875.32

Road 5 From Manupati Subbamma H to Manupati

Ramakrishna H at Relangi (vp22, MB

No.824B/ELR/NREGS/11-12)

1 14.15 3.50 0.15 7.43Road 13 From Manupati Subbamma H to Manupati

Ramakrishna H at Relangi (vp22, MB

No.824B/ELR/NREGS/11-12) 1 30.00 3.50 0.15 15.75

Road 17 From Ambata Srinu H to Pothuraju H in Indiranagar

(vp29, MB No.827B/ELR/NREGS/11-12) 1 169.55 3.50 0.15 89.01

Road 18 From Community Hall to Chevakula Mesiyya H at

Indiranagar (vp29, MB No.827B/ELR/NREGS/11-12) 1 61.30 3.50 0.15 32.18

Road 19 From Savarapu Nageswararao H at Marlapudi

Sharuna babu H at Indiranagar (vp29, MB

No.827B/ELR/NREGS/11-12) 1 99.50 3.50 0.15 52.23

Road 21 From Polamuri Subbarao H to Pothuraju H at

Indiranagar (vp29, MB No.827B/ELR/NREGS/11-12) 1 81.00 3.50 0.15 42.52

Road 23 From Penumatla Bheemanna H to Reddimilli

Bheemayya H at Indiranagar (vp29, MBNo.827B/ELR/NREGS/11-12) 1 82.50 3.50 0.15 43.31

Road 24 From Ketha Narasimhamurthy H to Geddam Gottiyya

H at Indiranagar (vp29, MB No.827B/ELR/NREGS/11-12)

1 119.00 2.00 0.15 35.70

Road 25 From Marlapudi Ganganna H to Marlapudi Peda

Anjineyulu H at MV Peta(vp29, MB No.827B/ELR/NREGS/11-

12) 1 61.00 3.50 0.15 32.03

1 199.00 3.50 0.15 104.47

Road 26 From Marlapudi Nageswararao H to Kankipati

Ramarao H at MV Peta (vp29, MB No.827B/ELR/NREGS/11-

12) 1 105.50 3.50 0.15 55.39

1 117.00 3.50 0.15 61.43

Road 27 From Chintakuntala Mandulu H to Setti Abraham H at

MV peta (vp29, MB No.827B/ELR/NREGS/11-12)1 63.00 3.50 0.15 33.07

Road 28 From Chili Yeliyya H to Marlapudi John Mojesh at MV

Peta (vp29, MB No.827B/ELR/NREGS/11-12)

1 94.00 3.50 0.15 49.35

Road 31 From Sanamantra Pallirao H to Chili Perraju at

Chilivaripeta (vp29, MB No.827B/ELR/NREGS/11-12) 1 40.00 3.50 0.15 21.00

Road 32 From Church to CSL at Chilivaripeta (vp29, MB

No.827B/ELR/NREGS/11-12) 1 56.00 3.50 0.15 29.40

Road 42 From Thipparala Krishna Apparao H to School

Building at Bobbarajupalem (vp15, MB

No.828B/ELR/NREGS/11-12) 1 86.00 2.75 0.15 35.48

with CSSR 2012-13)9

Page 31 of 89







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s

CC46.Sipply and delivary of cement for Construction of un-


plain cement concrete pavement, thickness as per design, over

a prepared sub base, with 43 grade cement or any other type

as per clause 1501.22 M30(Grade), coarse and fine agregates






including levelling the form work as per drawing), spreading the

concrete with shovels, rakes, compacted using plate vibrators

and finished in continous operation including provision of

contraction and expansion, construction joints using Mastic

pad/ primer, construction joint, admixtures as approved, curing

of concrete slabs for 14 days, and water finishing to lines and

grade as per drawing and technical specification clause

1501.22 including seignorage charges.(without dowel bars)

tonne 16727 1963.87

(vp10 MBNo.928A/ELR/NREGS/12-13)

Road 40 Approach road to Bobbarajupalem SC peta from 1 195.00 2.75 0.170 91.131 6.00 2.80 0.170 2.86

1 5.00 2.95 0.170 2.51

1 5.00 2.90 0.170 2.47

1 12.00 2.80 0.170 5.71

1 5.00 3.00 0.170 2.55

1 4.00 3.10 0.170 2.11

1 10.00 2.925 0.170 4.97

1 30.00 2.80 0.170 14.28

1 15.00 2.775 0.170 7.08

1 4.00 2.775 0.170 1.89

1 5.00 3.05 0.170 2.59

1 15.00 3.025 0.170 7.71

1 30.00 2.75 0.170 14.03

Appoaches vp 5 of MB928A/ELR/NREGS/12-13 6.98


Bobbarajupalem (vp10 MBNo.928A/ELR/NREGS/12-13)

1 45.45 2.50 0.170 19.32

1 8.50 3.15 0.170 4.55

on culvert 1 12.50 3.67 0.170 7.79

1 120.00 2.50 0.170 51.00

Road 43 From Dhake Bhimanna H to Sabbiti Cleve H at


1 34.00 1.80 0.125 7.65

Road 44 From Community Hall to Petla Kanthayya H at


1 27.00 1.50 0.125 5.05

bell 1 2.00 1.80 0.125 0.45

Road 45 From Community Hall to Tatipaka Baburao H at

Bobbarajupalem (vp10 MBNo.928A/ELR/NREGS/12-13)1 180.00 1.80 0.125 40.50

1 3.00 1.95 0.125 0.73

1 4.00 2.30 0.125 1.15

1 4.50 1.95 0.125 1.10

Road 46 From Community Hall to Dhaim Bappanna H at


1 34.00 1.50 0.125 6.36

Road 67 From Bandula Prabhakar rao H toTatipaka Prasad H

at Bobbarajupalem (vp10 MBNo.928A/ELR/NREGS/12-13)

1 32.20 1.50 0.125 6.02

(vp15 MBNo.928A/ELR/NREGS/12-13) 0.00

16

Page 34 of 89



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s

Road 1 From Vetnari Hospital to SC Colony Church at

Relangi(vp15 MBNo.928A/ELR/NREGS/12-13) Bell 1 4.10 3.59 0.170 2.50

1 4.90 3.275 0.170 2.73

1 233.30 2.75 0.170 109.02

1 10.00 3.075 0.170 5.23

1 2.30 4.15 0.170 1.62

Deduct culvert portion -1 1.00 2.75 0.170 -0.47

Road 36 Chilivaripeta on PR road in village limits (vp15

MBNo.928A/ELR/NREGS/12-13) 1 26.80 2.75 0.170 12.53

after culvert gap approach 1 2.60 4.75 0.170 2.10

1 36.40 2.75 0.170 17.01

appoaches 1 1.60 4.60 0.170 1.25

between culvert gaps 1 4.80 2.75 0.170 2.24

approaches 1 2.50 4.45 0.170 1.89

1 75.00 2.75 0.170 35.05

at culvert gap 1 9.50 2.75 0.170 4.44

(vp22 MBNo.926A/ELR/NREGS/12-13)

Road 13 From Mandapati Varadaraju H to Aabotula

Bhaskararao H at Indiranagar (vp22

MBNo.926A/ELR/NREGS/12-13) 1 203.00 2.75 0.170 94.87

Road 15 From Muppeti Salman H to Chirra Charles H at

Indiranagar (vp22 MBNo.926A/ELR/NREGS/12-13) 1 20.10 2.75 0.170 9.40

1 20.70 2.75 0.170 9.68

1 21.00 2.75 0.170 9.821 18.50 2.75 0.170 8.65

1 21.10 2.75 0.170 9.86

1 21.00 2.75 0.170 9.82

1 23.20 2.75 0.170 10.85

Road 4 From Indiranagar to SC colony church at Relangi

(vp22, MB No.926A/ELR/NREGS/12-13) Approach road to BT

road 1 2.30 3.60 0.170 1.41

1 9.30 3.00 0.170 4.74

Approach to CC road 1 2.10 4.50 0.170 1.61

after culvert gap 1 83.00 3.00 0.170 42.33

turng 1 10.00 3.10 0.170 5.27

1 10.00 3.275 0.170 5.57

1 10.00 3.25 0.170 5.53

1 10.00 3.075 0.170 5.231 14.70 3.00 0.170 7.50

after culvert gap 1 25.00 3.00 0.170 12.75

turng 1 10.00 3.225 0.170 5.48

1 10.00 3.35 0.170 5.70

1 58.00 3.625 0.170 35.74

1 8.90 3.733 0.200 6.64

1 23.60 3.30 0.200 15.58

Road 3 From Isac master H to Ele. School at Relangi (vp22,

MB No.926A/ELR/NREGS/12-13) 1 7.50 3.28 0.170 4.18

1 35.00 2.75 0.170 16.36

1 4.00 2.80 0.170 1.90

1 2.80 3.125 0.170 1.49

1 3.50 3.367 0.170 2.00

1 2.00 3.10 0.170 1.05

1 89.80 2.75 0.170 41.98

Road 67 From John Master H to MD Bhasha H (vp22, MB

No.926A/ELR/NREGS/12-13) 1 5.00 2.600 0.150 1.95

1 10.00 2.475 0.150 3.71

1 77.00 2.50 0.150 28.88

bell 1 1.70 2.95 0.150 0.75

1 3.15 2.133 0.150 1.01

1 19.30 2.50 0.150 7.24

1 2.00 3.00 0.150 0.90

(vp36, MB No.927A/ELR/NREGS/12-13)

Page 35 of 89



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s

Road 25 From Marlapudi Ganganna H to Marlapudi Peda

Anjineyulu H at MV Peta (vp36, MB No.927A/ELR/NREGS/12-

13) 1 100.00 2.75 0.170 46.73

Bell 1 1.50 3.925 0.170 1.00

turng 1 5.00 3.483 0.170 2.96

turng 1 4.00 3.40 0.170 2.31

1 6.10 2.925 0.170 3.03

1 39.00 2.75 0.170 18.23

junction 1 11.00 3.025 0.170 5.66

Bell & junction 1 9.80 3.083 0.170 5.14

1 5.00 2.80 0.170 2.38

1 65.40 2.75 0.170 30.57

Road 26 From Marlapudi Nageswararao H to Kankipati

Ramarao H at MV Peta (vp36, MB No.927A/ELR/NREGS/12-

13) 1 50.00 2.75 0.170 23.38

1 1.00 2.775 0.170 0.47

1 2.65 3.275 0.170 1.48

1 2.85 5.025 0.170 2.43

1 2.35 8.050 0.170 3.22

after CC road crossing & drain gap 1 5.00 3.075 0.125 1.92

1 27.00 2.750 0.125 9.28

1 5.50 2.875 0.125 1.98

1 3.50 4.250 0.125 1.86

1 7.60 2.867 0.125 2.721 109.00 2.750 0.125 37.47

Road 27 From Chintakuntala Mandulu H to Setti Abraham H at

MV peta (vp36, MB No.927A/ELR/NREGS/12-13)

1 63.00 2.750 0.125 21.66

Road 65 (vp36, MB No.927A/ELR/NREGS/12-13) Bell 1 1.80 3.050 0.125 0.68

1 4.00 2.775 0.125 1.39

1 14.00 2.750 0.125 4.81

1 3.30 2.925 0.125 1.21

turng 1 3.10 3.400 0.125 1.32

Bell 1 4.10 3.075 0.125 1.58

1 45.70 2.750 0.125 15.71

Road 28 From Chili Yeliyya H to Marlapudi John Mojesh at MV

Peta (vp36, MB No.927A/ELR/NREGS/12-13)

1 5.00 2.925 0.125 1.831 51.50 2.750 0.125 17.70

1 5.30 2.875 0.125 1.90

1 2.50 3.050 0.125 0.95

1 28.00 2.750 0.125 9.63

Road 20 From Mandapati Veeraswamy H to Geddada

Raheyulu H at Indiranagar (vp36, MB

No.927A/ELR/NREGS/12-13) 1 217.00 2.750 0.170 101.44

Approach to CC road 0.5 1.40 3.350 0.170 0.40

0.5 1.10 3.475 0.170 0.32

1 4.80 2.875 0.170 2.35

Road 24 From Ketha Narasimhamurthy H to Geddam Gottiyya

H at Indiranagar (vp36, MB No.927A/ELR/NREGS/12-13)

1 4.00 2.675 0.125 1.34

1 5.90 2.050 0.125 1.51

gap for culvert 1 10.00 1.650 0.125 2.061 2.60 1.725 0.125 0.56

1 1.40 2.250 0.125 0.39

1 3.50 2.300 0.125 1.01

1 50.00 1.600 0.125 10.00

1 1.80 1.700 0.125 0.38

1 3.30 1.750 0.125 0.72

1 4.00 1.600 0.125 0.80

1 16.00 1.600 0.125 3.20

near toilets 1 2.00 1.200 0.125 0.30

Page 36 of 89



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Road 22 From Boora Jamimdar H to Reddimilli Bhimamma H

at Indiranagar (vp36, MB No.927A/ELR/NREGS/12-13)

1 35.00 2.750 0.170 16.36

1 7.40 3.325 0.170 4.18

1386.98

(vp28, MB No.926A/ELR/NREGS/12-13) dt.25.6.13

Road 2 from SC Colony Church to R&B road (vp28, MB

No.926A/ELR/NREGS/12-13) 1 19.00 3.30 0.200 12.54

1 5.80 3.35 0.200 3.891 4.30 3.30 0.200 2.84

1 4.70 3.35 0.200 3.15

1 5.00 3.35 0.200 3.35

1 5.00 3.30 0.200 3.30

1 5.00 3.35 0.200 3.35

1 5.00 3.425 0.200 3.43

1 5.00 3.50 0.200 3.50

1 3.00 3.675 0.200 2.20

1 5.30 3.775 0.200 4.00

1 10.00 3.525 0.200 7.05

1 69.00 3.30 0.200 45.54

Bell & Approach 1 5.00 3.783 0.200 3.78

1 184.00 3.30 0.200 121.44

Deduct culvert portion -1 1.00 3.30 0.200 -0.66

1 11.50 3.35 0.200 7.71

1 10.00 3.55 0.200 7.10

Bell 1 6.90 4.40 0.200 6.07

(vp17 MBNo.928A/ELR/NREGS/12-13) dt.26.6.13

Road 36 Chilivaripeta on PR road in village limits (vp17

MBNo.928A/ELR/NREGS/12-13) balance bit 1 141.70 2.75 0.170 66.22

(vp42, MB No.927A/ELR/NREGS/12-13) dt.26.6.13

Road 21 From Polamuri Subbarao H to Pothuraju H at

Indiranagar (vp42, MB No.927A/ELR/NREGS/12-13) 1 4.00 3.900 0.170 2.65

1 8.00 3.050 0.170 4.15

1 20.00 2.750 0.170 9.35

1 6.60 3.075 0.170 3.45

1 36.60 2.750 0.170 17.10

Road 23 From Penumatla Bheemanna H to Reddimilli

Bheemayya H at Indiranagar (vp42, MBNo.927A/ELR/NREGS/12-13) 1 20.00 2.750 0.170 9.35

existing cc road 1 55.00 2.750 0.170 25.70

Road 17 From Ambata Srinu H to Pothuraju H at Indiranagar

(vp42, MB No.927A/ELR/NREGS/12-13) 1 20.70 2.750 0.170 9.68

after gap 1 21.60 2.750 0.170 10.10

after gap 1 45.30 2.750 0.170 21.17

after gap 1 21.10 2.750 0.170 9.86

after gap 1 37.30 2.750 0.170 17.44

Road 18 From Community Hall to Chevakula Mesiyya H at

Indiranagar (vp42, MB No.927A/ELR/NREGS/12-13)

1 13.00 3.425 0.170 7.57

1 42.50 2.750 0.170 19.86

1 4.00 2.850 0.170 1.94

1 2.30 4.175 0.170 1.63

Road 19 From Savarapu Nageswararao H at Marlapudi

Sharuna babu H at Indiranagar (vp42, MB

No.927A/ELR/NREGS/12-13) 1 11.00 3.275 0.170 6.12

1 92.00 2.750 0.170 43.00

Road 31 From Sanamantra Pallirao H to Chili Perraju at

Chilivaripeta (vp42, MB No.927A/ELR/NREGS/12-13) 1 10.00 3.525 0.170 5.99

1 30.70 2.750 0.170 14.35

Road 32 From Church to CSL at Chilivaripeta (vp42, MB

No.927A/ELR/NREGS/12-13) 1 6.20 3.100 0.170 3.27

1 50.00 2.750 0.170 23.37

576.89

Total 4291.05 1963.87

Sub Total upto dt 10.5.2013

Sub Total upto dt 24.6.2013

Page 37 of 89



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17 CC47.Supply and collection of metal for Construction of

un-reinforced, jointed at expansion and construction joint only,

















cum 16728 1963.87



concrete pavement, thickness as per design, over a prepared

sub base, with 43 grade cement or any other type as per

clause 1501.22 M30(Grade), coarse and fine agregates














cum 16730 1963.87

Page 38 of 89



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thickness as per design, over a prepared sub base, with 43

grade cement or any other type as per clause 1501.22

M30(Grade), coarse and fine agregates conforming to IS:383

maximum size of coarse agregate not exceeding 25mm, mixed

in a concrete mixer of not less than 0.2cum capacity and using

approved mix design, laid in approved fixed side form work

(steel channel, laying and fixing of 125 micron thick polythene

film, wedges, steel plates including levelling the form work as

per drawing), spreading the concrete with shovels, rakes,

compacted using plate vibrators and finished in continous

operation including provision of contraction and expansion,

construction joints using Mastic pad/ primer, construction joint,

admixtures as approved, curing of concrete slabs for 14 days,

and water finishing to lines and grade as per drawing and

technical specification clause 1501.22 including seignorage


cum 16732 1963.87

CC33.Earthwork in excavation for side drain structure as

per drawing and technical specifications Clause 305.1

including setting out, construction of shoring and bracing,

removal of stumps and other deleterious material and disposal

upto a lead of 50 m, dressing of sides and bottom and

backfilling in trenches with excavated suitable material as per

Technical Specification 305 MORD / 304 MORTH (RSSR)

cum 16714 10.15

for cross drains (vp 24 MB 828B/ELR/NREGS/11-12) 2 4.70 1.20 0.90 10.15

10.15

10.15

CC07.Cost and conveyance of sand for fil ling including all


cum 16688 2.59

for cross drains (vp 24 MB 828B/ELR/NREGS/11-12) 2 4.70 1.20 0.23 2.59

2.59

22 CC09.Engaging Unskilled Labour for fill ing foundation with


cum 16690 2.59

CC40.Supply and delivery of Cement for Plain vibrated

Cement Concrete M 15 grade using 67% of 20mm HBG

graded metal & 33% of 12mm HBG graded metal

mechanically mixed including cost and conveyance of all



Drains Bed & Side Walls etc., complete as per drawings and



Bag 16721 5.08

Cross drains 2 4.70 1.20 0.15 1.69

Cross drains for side walls 4 4.70 0.30 0.50 2.82

Approaches 2 4.70 0.30 0.20 0.56

5.08

21

20

23

Page 39 of 89



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24 CC41.Collection and supply of Metal for Plain vibrated









cum 16722 5.08

25 CC43.Supply of Sand for Plain vibrated Cement Concrete M

15 grade using 67% of 20mm HBG graded metal & 33% of

12mm HBG graded metal mechanically mixed including cost

and conveyance of all materials inclusve of seignorage


mixing charges for Side Drains Bed & Side Walls etc.,

complete as per drawings and technical specification Clauses

802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500,

1700 & 2200 MORTH

cum 16724 5.08









cum 16726 5.08

CC52.Supply of Cement for RCC M-20 Nominal mix using 20

mm to 12 mm Graded size crushed hard granite metal

including C/c of all materials, taxes, operational, incidental and

labour charges such as machine mixing, laying concrete,

curing etc., complete but excluding cost of steel and its

fabrication charges for finished item of work for Slab over

drain.

cum 16733 2.71

(vp 27 MB 828B/ELR/NREGS/11-12) 2 4.70 1.20 0.24 2.712.71







drain.

cum 16734 2.71

29 CC55.Supply of Sand for RCC M-20 Nominal mix using 20 mm

to 12 mm Graded size crushed hard granite metal including C/c

of all materials, taxes, operational, incidental and labour




cum 16736 2.71







sand

cum 16738 2.71

27

Page 40 of 89



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etc.,complete (vp 26 MB 828B/ELR/NREGS/11-12)

MT 16739 0.12900




day 16740 0.1290











cum 16714 2522.21

Total Length proposed 8200.00 0.00

Deduct length already executed -1659.00


Balance length 1 4804.20 3.50 0.15 2522.212522.21

2522.21

34 CC14.Collection & Supply of material containing 66% (61%

to 71%) of gravel having aggregates of 9.5 mm to 4.75 mm

size, and 34% (29% to 39%) of sand of size less than 2.36

mm to obtain CBR Value not less than 15 and plasticity index

<6% in soaked condition when compacted including cost,

conveyance, seigniorage and labour charges and stacking to

Departmental guage for pre measurements as per MORD

standards for Sub Base as per Technical Specification clause

401 MORD & as per Table 400.1 Grading III towards

construction of Sub-base for compaction upto OMC excluding

Gravel

cum 16695 2522.21

35 CC24.Engaging unskilled labour for spreading the

collected Gravel with sand / stonedust / coarse graded

material Grade B / Grade III and sectioning to sub base &

shoulders (RSSR)

cum 16705 2522.21






Sub Base (CSSR)

cum 16706 2522.21

CC26.Supply and collection of mixer of stone aggregates






75 mm compacted) (CSSR) excluding screenings

cum 16707 747.05

Total Length proposed 8200.00



Balance length 1 3018.40 3.30 0.075 747.05

747.05

PART -II To be ExecutedWith Current SSR 2013-14

33

37

Page 41 of 89





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Cross drains for existing CC roads 12 6.00 0.75 0.78 42.12

Deduct already executed -1 64.00 1.01 0.78 -50.42

1926.49

1926.49

CC40.Supply and delivery of Cement for Plain vibrated









Bag 16721 726.41

Internal Roads 1 2975.00 0.55 0.55 899.94

Internal Roads-1

2975.00 (0.30+0.10)/

2 0.40 -238.00

For Slab culverts bottom 4 6.50 3.00 0.15 11.70

For slab culvert side walls 8 6.50 0.60 1.20 37.44

Cross drains for existing CC roads 12 6.00 0.75 0.10 5.40

Cross drains for side walls 24 6.00 0.23 0.30 9.94

726.41

47 CC41.Collection and supply of Metal for Plain vibrated









cum 16722 726.41

48 CC43.Supply of Sand for Plain vibrated Cement Concrete M

15 grade using 67% of 20mm HBG graded metal & 33% of

12mm HBG graded metal mechanically mixed including cost

and conveyance of all materials inclusve of seignorage


mixing charges for Side Walls of Side Drains etc., complete

as per drawings and technical specification Clauses 802, 804,

805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200

MORTH

cum 16724 726.41









cum 16726 726.41

46

Page 43 of 89



L B D



s



















tonne 16727 1315.92

0.00

1 2580.24 3.00 0.170 1315.92

1315.92

51 CC47.Supply and collection of metal for Construction of

un-reinforced, jointed at expansion and construction joint only,









including levelling the form work as per drawing), spreading theconcrete with shovels, rakes, compacted using plate vibrators







cum 16728 1315.92

50

Page 44 of 89



L B D



s



concrete pavement, thickness as per design, over a prepared

sub base, with 43 grade cement or any other type as per

clause 1501.22 M30(Grade), coarse and fine agregates














cum 16730 1315.92



thickness as per design, over a prepared sub base, with 43grade cement or any other type as per clause 1501.22


maximum size of coarse agregate not exceeding 25mm, mixed

in a concrete mixer of not less than 0.2cum capacity and using

approved mix design, laid in approved fixed side form work

(steel channel, laying and fixing of 125 micron thick polythene

film, wedges, steel plates including levelling the form work as

per drawing), spreading the concrete with shovels, rakes,

compacted using plate vibrators and finished in continous

operation including provision of contraction and expansion,


admixtures as approved, curing of concrete slabs for 14 days,

and water finishing to lines and grade as per drawing and

technical specification clause 1501.22 including seignorage


cum 16732 1315.92

CC52.Supply of Cement for RCC M-20 Nominal mix using 20

mm to 12 mm Graded size crushed hard granite metal

including C/c of all materials, taxes, operational, incidental and

labour charges such as machine mixing, laying concrete,

curing etc., complete but excluding cost of steel and its

fabrication charges for finished item of work for Slab over

drain.

cum 16733 40.20

46 4.50 0.75 0.20 31.05

Slab culverts 4 6.50 1.35 0.24 8.42

Side walls on slab culverts 8 1.35 0.15 0.45 0.73

40.20







drain.

cum 16734 40.20

54

Page 45 of 89



L B D



s

56 CC55.Supply of Sand for RCC M-20 Nominal mix using 20 mm

to 12 mm Graded size crushed hard granite metal including C/c

of all materials, taxes, operational, incidental and labour




cum 16736 40.20


size crushed hard granite metal including C/c of all materials,taxes, operational, incidental and labour charges such as




sand

cum 16738 40.20


etc.,complete

MT 16739 3.0000




day 16740 3.0000

Additional Tasks

60 Supply and fixing of MS name board of size 4feet X 3feet size

including painting and required lettering as per standard

specifications

No 1No

Deputy Executive Engineer Mandal Engineering Officer

PRI Sub Dvn Tanuku MPP Iragavaram

Executive Engineer

PRI Div Eluru

Page 46 of 89



S.No Decription Qty Gravel Sand Metal

1 Gravel Sub Base Part I SSR11-12 811.75 689.99 284.11

SSR 12-13 875.32 744.02 306.36

Gravel Sub Base Part II 2522.21 2143.87 882.77

2 Metal Collection Part I SSR 11-12 427.54 517.32

SSR 12-13 875.32 1059.14

Metal Collection Part II 747.05 903.94

3 Type B Screenings 427.54 102.61

875.32 210.08

747.05 179.29

4 Binding with gravel in metal layer Part I SSR11-12 427.54 34.20

SSR 12-13 875.32 70.03

Binding with gravel in metal layer Part II 747.05 59.76

5 Gravel Blindage and shoulders 1020.24 1020.24

6 Sand Filling for Drains 2.59 2.59

564.08 564.08

7 M 15 for side walls 5.08 2.44 4.57

726.41 348.68 653.77

8 RCC M 20 Grade Cover slab 2.71 1.22 2.44

40.20 18.09 36.18

9 M 30 Grade CC Road 1963.87 883.74 1767.48

1315.92 592.17 1184.33

Total 4762.12 3886.25 6621.14

X X X

Rate 22.00 40.00 50.00

Amount 104767 155450 331057

Grand Total 591274

Deputy Executive Engineer Mandal Engineering Officer PRI Sub Dvn Tanuku MPP Iragavaram

Executive Engineer

PRI Div Eluru

Seigniorage Caluculations



CC ROAD

Sl.

No.Description of item Unit Qty Rate Amount

1 2 3 4 5 6

Unit-1cum A:taking output = 1cum

Rate as per Current RSSR for formation of road cum 1.00 80.47 80.47

A: 80.47

Compaction of newly formed embankment in layers upto

OMC to meet requirement of tables 300.1 and 300.2 as

per technical specification (clause 301.5) including

conveyance of water using 8 to 10T Static Road Roller

as per (CSSR)

Taking Output =100Cum.

a) Machinery:

Water tanker 6kl Capacity with water Hrs 2.00 624.00 1248.00Three wheeled 8-10T static roller Hrs 1.25 1038.40 1298.00

Sub- to ta l for Mater ia l comp onent (Machinery) 2546.00

Cost for 100 cum (a) 2546.00

b) Rate per cum = (a) / 100 cum 25.46

C: (=b) cum 25.46Cost and conveyance of sand for filling including all


Unit:1cum

a) Material:

Sand [Sand for Filling] cum 1.00 688.51 688.51

Rate per 1.00 cum (a) cum 688.51

B (iii)(ii): (=a) / C cum 688.514 Seigniorage charges for Sand

Payment :Dcum

Engaging Unskilled Labour for filling foundation with sand

but excluding cost & conveyance of sand (RSSR)

a) Rate per 1cum as per RSSR cum 1 16.64 16.64

A: (=a) 16.64

Taking Output =1 cum {Compacted}

a) Material:

i) Gravel @ 66% cum 0.85 440.11 374.09

Sub-total for Material 374.09

B (iii): (=a (ii)) 374.09

C: (=a(i)) 374.09

2

RBR-EECD- 3 Page 297 of revised data Part II for Roads and Bridges

3

Qunatity 7 task * 1 * Senary charges

of rate

5

DATA 2013-14

1 Engaging Unskilled Labour for earth work excavation in Ordinary Soils AT SITE with initial

lead & initial lift and breaking clods and sectioning for formation of embankment - for roads

(RSSR)

6 Collection & Supply of material containing 66% (61% to 71%) of gravel having

aggregates of 9.5 mm to 4.75 mm size, and 34% (29% to 39%) of sand of

size less than 2.36 mm to obtain CBR Value not less than 15 and plasticity index

<6% in soaked condition when compacted including cost, conveyance,

seigniorage and labour charges and stacking to Departmental guage for premeasurements as per MORD standards for Sub Base as per Technical

Specification clause 401 MORD & as per Table 400.1 Grading III towards

construction of Sub-base for compaction upto OMC excluding sand

Page 48 of 89



Sl.


7 Seigniorage charges for Gravel GSB2

Payment :Dcum

Taking Output =1 cum {Compacted}

a) Material:

ii) Sand @ 34% [Sand for Filling] cum 0.35 688.51 240.98

Sub-total for Material 240.98

B (iii): (=a (ii)) /C 240.98

9 Seigniorage charges for SAND GSB2

Payment :Dcum


A: (=a) 16.64

Compaction of collected gravel / sand / stonedust /

coarse graded material Grade B / Grade III to OMC

using 8-l0T Static Road Roller to achieve CBR value not

less than15 and plasticity index <6% with required

waterings and keeping the rolled surface wet for a period

of 15 days as per standards for Sub Base (CSSR)

WEM

Taking Output =300 cum

a)MachineryTractor with Rotavator @ 25 cum per hour Hrs 12.00 422.00 5064.00Water tanker 6kl Capacity Hrs 3.00 624.00 1872.00Three wheeled 8-10 T Static roller @10.00cum /Hr. Hrs 30.00 1038.40 31152.00

Sub- to ta l for Machinery 38088.00

i. Rate per 300 cum 38088.00

a) Rate per 1.00 cum Com pact (i / 300) 126.96

C: (=a) 126.96

WBM Grading 2

Supply and collection of mixer of stone aggregates

having 50% of 60-63mm HBG metal ,46% of 40-45mm

HBG metal and 4% of 19-22mm HBG metal includingcost ,conveyance, seigniorage charges, loading,

unloading and stacking to departmental gauge for pre

measurements for WBM Grade.II surfaces per MORD

standards (91mm loose to 75 mm compacted) (CSSR)

excluding screenings


a) Material

cum 217.80 945.32 205890.7

Qunatity 14 task * 0.35 * Senary

charges of rate

10 Engaging unskilled labour for spreading the collected Gravel with sand /

stonedust / coarse graded material Grade B / Grade III and sectioning to sub

base & shoulders (RSSR)

11

12

RBR-SBBS-9(A)(II)(i), Page No. 338 of revised data Part II for Roads and bridges

Grade II Metal:Consisting of 63mm to 45 mm IRC


charges of rate

8 Collection & Supply of material containing 66% (61% to 71%) of gravel having

aggregates of 9.5 mm to 4.75 mm size, and 34% (29% to 39%) of sand of

size less than 2.36 mm to obtain CBR Value not less than 15 and plasticity index

<6% in soaked condition when compacted including cost, conveyance,

seigniorage and labour charges and stacking to Departmental guage for pre

measurements as per MORD standards for Sub Base as per Technical

Specification clause 401 MORD & as per Table 400.1 Grading III towards

construction of Sub-base for compaction upto OMC excluding Gravel

Page 49 of 89



Sl.


cum 200.38 1,331.32 266769.9

cum 17.42 1,826.32 31814.49i) Sub-Total for Graded Metal including screening

504475.09

ii) Rate per 360.00 cum Compact (=i) 1401.32

B (ii): ((=a i)/360) 1401.32

As per SSR 1401.32For Rate Approval for quotationsTaking Output =1cum

a) Material

Grade II Metal:63mm to 60 mm IRC HBG metal 50% cum 0.50 945.32 472.6640-45mm HBG IRC metal cum 0.46 1,331.32 612.407219mm to 22mm IRC HBG metal 4% cum 0.04 1,826.32 73.0528

i) Sub-Total for Graded Metal including screening1158.12


B (ii): ((=a i)/360) 1158.12

Rate Approved by quotations 1150.00


a) Material

cum 217.80 1,150.00 250470

cum 200.38 1,150.00 230437

cum 17.42 1,150.00 20033



B (ii): ((=a i)/360) 1391.50

Rate Approved by quotations for Compacted

quantity1391.50

26 Seigniorage charges for GRII Metal WBMPayment :D/B

cum


Stone Screening

Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm

[WEM]

cum 86.40 1,153.82 99690.05


iii) Rate per 1.00cum Compact = ii/360 276.92

C: (a(iii) - B (ii)) 276.92

14 Seigniorage charges for GRII Metal Screenings WBM

Payment :Dcum

Qunatity 25 task * 435.60/360 *Senary charges of Metal

13 Supply and collection of mixer of stone aggregates having 50% of 60-63mm

HBG metal ,46% of 40-45mm HBG metal and 4% of 19-22mm HBG metal

including cost ,conveyance, seigniorage charges, loading, unloading and

stacking to departmental gauge for pre measurements for WBM Grade.II

surfaces per MORD standards (91mm loose to 75 mm compacted) (CSSR)

excluding Grade II Metal

RBR-SBBS-9(A)(II)(i), Page No. 338 of revised data Part II for Roads and bridges

Qunatity 27 task * 86.40/360 * 50

meta an mm to mm

metal 4%

Grade II Metal:Consisting of 63mm to 45 mm IRC

HBG/HBT metal 96% and 19mm to 22mm IRC HBG

metal 4%

Page 50 of 89



Sl.


Taking Output = 360 cum

a) Materials

Gravel using as Binding material @ 0.06cum per 10 sqm

for Grading 2 materialcum 28.80 440.11 12675.17

Sub-total for Material Component 12675.17

b) Labour:

Mazdoor(skilled) days 12.08 280.00 3382.40Mazdoor(Unskilled) days 250.00 280.00 70000.00 Add MA @ 20% 73382.40 0.00

Sub- to ta l of Labour Comp onent 73382.40

c) Machinary:

Water tanker 6Kl capacity Hrs 24.00 624.00 14976.00Three wheel 8-10T static roller @10cum per hour Hrs 36.00 1038.40 37382.40

Sub- to ta l of Machinery 52358.40d) Rate per 360.00cum for a compacted thickness of

75mm (a+b+c)138415.97

e) Rate per 1.00 Cum Compact ( d/ 360 ) 384.49

C: (= e) 384.49

16 Seigniorage charges for GRII Gravel

Payment :Dcum

Engaging unskilled labour for spreading the collected

Gravel for Protective Carpet (RSSR)


16.64

for Side drain

Unit-1cum

taking output = 1cum

Rate as per Current RSSR for formation of road cum 1.00 80.47 80.47

A: 80.47

RBR-SBST-5

Unit = Bag

(a) Material

i) Cement kg 250.00 5800.00 1450.00

B(ii): (=a(iii)) 1450.00

19 Su pp ly an d d eliv ery o f Cem en t fo r Plain vibrated Cement Concrete M 15

grade using 67% of 20mm HBG graded metal & 33% of 12mm HBG graded

metal mechanically mixed including cost and conveyance of all materials

inclusve of seignorage charges,centering ,laying, vibrating and curing and

machine mixing charges for Side Walls of Side Drains etc., complete as per

drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and

Qunatity 29 task * 28.8/360 * 22

17

18 Earthwork in excavation for side drain structure as per drawing and technical

specifications Clause 305.1 including setting out, construction of shoring and

bracing, removal of stumps and other deleterious material and disposal upto a

lead of 50 m, dressing of sides and bottom and backfilling in trenches with

excavated suitable material as per Technical Specification 305 MORD / 304

MORTH (RSSR)

15 Spreading & compaction of the collected mixer of stone aggregates in uniform

thicknesses and with good gravel for blindage, hand packing and rolling with 8-

l0T Power Road Roller in stages to proper grade and camber with required

waterings and compacting to the required density grading 2 as per technical

specifications clause 405 MORD/404 MORTH keeping the rolled surface wet for

a period of 15 days including brooming for (91 mm loose to 75 mm compacted)

(CSSR)

RBR-SBBS-9(A)(II)(i), Pg338 of revised data Part II for Roads and bridges

Page 51 of 89



Sl.


RBR-SBST-5

Unit = cum

(a) Material

iii) Aggregates

cum 0.54 1826.32986.21

cum 0.36 1571.32565.68

As per SSR 1551.89

For Rate Approval for quotationsTaking Output =1cum

a) Material

20mm HBG SS5 metal cum 0.60 1,826.32 1095.7912mm HBG SS5 meta cum 0.40 1,571.32 628.53


ii) Rate per 1cum 1724.32


Taking Output =1cum

a) Material

cum 0.54 1,720.00 928.80

cum 0.36 1,720.00 619.20

i) Sub-Total for SS5 Metal 1548.00

ii) Rate per 1cum 1548.00Rate Approved by quotations 1548.00

21 Seigniorage charges for Metal M15 Side Wall

Payment :B/D cum

RBR-SBST-5

Unit = cum

(a) Material

ii) Coarse sand [Sand for Mortar] cum 0.48 788.51 378.48

B(iii): (a(ii)) 378.48

23 Seigniorage charges for Sand M15 Side Wall

Payment :D cum

Qunatity 40 task * 0.9 * 50

22 Su pp ly o f San d fo r Plain vibrated Cement Concrete M 15 grade using 67% of

20mm HBG graded metal & 33% of 12mm HBG graded metal mechanically

mixed including cost and conveyance of all materials inclusve of seignorage

charges,centering ,laying, vibrating and curing and machine mixing charges for

Side Walls of Side Drains etc., complete as per drawings and technical

specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500,

1700 & 2200 MORTH


20 Co llec tio n an d s up ply o f Metal fo r Plain vibrated Cement Concrete M 15






1204 MORD and 1500, 1700 & 2200 MORTH

20mm to 12mm HBG/HBT graded Metal:Consisting of

20mm metal 60% and12mm metal 40%



Page 52 of 89





Sl.


Unit = cum

Taking output = 75cum (172.50 t)

(240x2.5 x 0..125)=75cum

c) Material

Cum 40.50 1826.32 73965.96

Cum 27.00 1571.3242425.64

As per SSR 1551.89


a) Material


i) Sub-Total for SS5 Metal 1724.32ii) Rate per 1cum 1724.32


Taking Output =75cum

a) Material

cum 40.50 1,720.00 69660.00

cum 27.00 1,720.00 46440.00



27 Seigniorage charges for Metal M30

Payment :B/D cum

28 Cement Concrete Pavement


Su pp ly an d c ollec tio n o f m etal fo r Construction of un-reinforced, jointed at

expansion and construction joint only, plain cement concrete pavement,

thickness as per design, over a prepared sub base, with 43 grade cement or any

other type as per clause 1501.22 M30(Grade), coarse and fine agregates

conforming to IS:383 maximum size of coarse agregate not exceeding 25mm,

mixed in a concrete mixer of not less than 0.2cum capacity and using approved

mix design, laid in approved fixed side form work (steel channel, laying and fixing

of 125 micron thick polythene film, wedges, steel plates including levelling theform work as per drawing), spreading the concrete with shovels, rakes,

compacted using plate vibrators and finished in continous operation including

provision of contraction and expansion, construction joints using Mastic pad/

primer, construction joint, admixtures as approved, curing of concrete slabs for

14 days, and water finishing to l ines and grade as per drawing and technical

specification clause 1501.22 including seignorage charges.(without dowel

bars)





Page 54 of 89



Sl.


Unit = cum


(240x2.5 x 0..125)=75cum

c) Material

ii) Sand as per IS:383 /stone dust with proper binding

compound and conforming to clause 1500.2.4.2. @ 0.45

cum of concrete [Sand for mortar]

cum 33.75 788.51

26612.21

B(iii)(i): (=c(ii)) 354.83

29 Seigniorage charges for Sand M30

Payment :Dcum

30 Cement Concrete Pavement

Unit = cum


(240x2.5 x 0..125)=75cum

a) Labour

Mason (1st class) day 5.00 350.00 1750.00Mason (2nd class) day 5.00 320.00 1600.00Mazdoor (unskilled) day 150.0 280.00 42000.00Mazdoor(skilled) day 6.00 280.00 1680.00Mazdoor (semi-skilled) day 6.00 280.00 1680.00 Add MA @ 20% 48,710.00 0.00

Sub- to ta l for Labou r 48710.00

b) Machinery

Concrete mixer 0.40/0.28cum capacity ( 6 mixers) Hour 36.00 417.40 15026.40Plate vibrator Hour 9.00 48.00 432.00Water tanker 6 Kl. Capacity Hour 5.00 624.00 3120.00

iv) other materials

Sup ply o f San d fo r Construction of un-reinforced, jointed at expansion and

construction joint only, plain cement concrete pavement, thickness as per

design, over a prepared sub base, with 43 grade cement or any other type as

per clause 1501.22 M30(Grade), coarse and fine agregates conforming to

IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a

concrete mixer of not less than 0.2cum capacity and using approved mix design,

laid in approved fixed side form work (steel channel, laying and fixing of 125

micron thick polythene film, wedges, steel plates including levelling the form workas per drawing), spreading the concrete with shovels, rakes, compacted using

plate vibrators and finished in continous operation including provision of

contraction and expansion, construction joints using Mastic pad/ primer,

construction joint, admixtures as approved, curing of concrete slabs for 14 days,

and water finishing to lines and grade as per drawing and technical specification

clause 1501.22 including seignorage charges.(without dowel bars)


Construction of un-reinforced, jointed at expansion and construction joint only,

plain cement concrete pavement, thickness as per design, over a prepared sub

base, with 43 grade cement or any other type as per clause 1501.22

M30(Grade), coarse and fine agregates conforming to IS:383 maximum size of

coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than

0.2cum capacity and using approved mix design, laid in approved fixed side form

work (steel channel, laying and fixing of 125 micron thick polythene film, wedges,

steel plates including levelling the form work as per drawing), spreading theconcrete with shovels, rakes, compacted using plate vibrators and finished in

continous operation including provision of contraction and expansion,

construction joints using Mastic pad/ primer, construction joint, admixtures as

approved, curing of concrete slabs for 14 days, and water finishing to lines and

grade as per drawing and technical specif ication clause 1501.22 including

seignorage charges.(without dowel bars) Exclud ing Cement,Sand,Meta l

Page 55 of 89



Sl.


Polythene sheet 125 micron (240X2.5X1.10=660) sqm 660 15.00 9900.00Bitumen primer @ 100ml. Per joint for 60 joints tonne 0.005 29982.73 149.91Mastic Pad 2.5x.0.125x60=18.75 sqm 18.75 925.00 17343.75

Sub- to ta l for Machinery and Other mater ia ls 45972.06

(d) Formwork @ 3% on material, labour and

machiner % 6+48+a+b) 9479.10

C: 104161.161388.82

Unit = Bag

(a) Material

i) Cement kg 330.00 5800.00 1914.0

Payment Particulars for 1cum

B(i): (=a(i)) 1914.00

Unit = cum

(a) Material

iii) Aggregates

cum 0.54 1826.32 986.21cum 0.36

1571.32 565.68

Payment Particulars for 1cum 1551.89

B(ii)(i)=a(iii) 1551.89As per SSR 1551.89

33 Seigniorage charges for Metal RCC M20

Payment :B/D cum

Unit = cum

(a) Material

ii) Coarse sand [Sand for mortar] cum 0.45 788.51 354.83


B(iii)(i): (=a(ii)) 354.83

35 Seigniorage charges for Sand RCC M20

Payment :Dcum

Unit = cum

(b) Labour

Mate day 0.00 0.00


34 Su pp ly o f San d fo r RCC M-20 Nominal mix using 20 mm to 12 mm Graded

size crushed hard granite metal including C/c of all materials, taxes, operational,

incidental and labour charges such as machine mixing, laying concrete, curing

etc., complete but excluding cost of steel and its fabrication charges for finished

item of work for Slab over drain.


36 RCC M-20 Nominal mix using 20 mm to 12 mm Graded size crushed hard

granite metal including C/c of all materials, taxes, operational, incidental and

labour charges such as machine mixing, laying concrete, curing etc., complete

but excluding cost of steel and its fabrication charges for finished item of work for

Slab over drain exclud ing c ement,metal and sand

31 Su p pl y o f Cemen t f or RCC M-20 Nominal mix using 20 mm to 12 mm Graded





32 Col le ct io n a nd Supp ly o f Met al f o r RCC M-20 Nominal mix using 20 mm to 12mm Graded size crushed hard granite metal including C/c of all materials, taxes,

operational, incidental and labour charges such as machine mixing, laying

concrete, curing etc., complete but excluding cost of steel and its fabrication

charges for finished item of work for Slab over drain.



Page 56 of 89



Sl.


Mason (1st Class) day 0.10 350.00 35.00Mazdoor (Unskilled) day 1.39 280.00 389.20 Add MA @ 20% 424.20 0.00

Sub- to ta l for Labou r

c) Machinery 424.20

Concrete mixer 0.4/0.28 cum capacity hr / cum 0.40 417.40 166.96

Vibrator charges with 60mm needle vibrator petrrol hour 0.40 162.20 64.88Water tanker 6 kl capacity hour 0.13 624.00 81.12

Sub- to ta l for Machinary 312.96

d) For formwork @10% on (a+b+c):

%

0.10(task

51+52+54

+b+c)

455.79

C: 1192.95

Supplying HYSD bar reinforcement in slab over drain

etc.,complete

(a) Material

HYSD/TMT/ MS bars including 5 per cent for overlaps

and wastage

MT 1.05042000.00 44100.00

C=(a) 44100.00

Engaging labour for fitting and placing HYSD bar


specifications including cost of binding wire(a) Labour

Blacksmith / Bar bender day 10.00 370.00 3700.00Mazdoor (Unskilled) day 10.00 280.00 2800.00b)Binding wire kg 6.00 70.00 420.00 Add MA @ 20% 6500.00 0.00

c. Sub- to ta l for Labour& Bin ding wire 6920.00

C: (=c) 6920.00


a) Material:

Gravel cum 1.00 440.11 440.11

C: (=a) 440.11

40 Seigniorage charges for Gravel

Payment :Dcum

a) Rate per 1cum as per RSSR cum 1 16.64 16.64A: (=a) 16.64

OUT PUT for 300cum

Three wheeled 8-10 T Static roller @10.00cum /Hr.hrs 30.00 1038.40 31152.00

Water tanker 6kl capacity including water hrs 5.00 624.00 3120.00

A)Total Rate of 300.0cum 34272.00

42

Compaction of collected well graded granular soil to OMC using 8-10T Power Road Roller to

achieve CBR value not <15% and plasticity index <6% with required waterings and keeping the

rolled surface wet for a period of 15 days as per MoRD standards for Shoulders (CSSR)

39 Collection & Supply of good gravel including cost,conveyance, seigniorage

and labour charges and stacking to Departmental guage for pre-measurements

for blindage,shoulders


charges of rate

41 Engaging unskilled labour for spreading the collected Gravel and

sectioning for Blindage,Shoulders (RSSR)

37

38

Page 57 of 89



Sl.


Rate for 1 cum ( =A/300) 114.24

43 Supply and fixing of MS name board of size 4feet X

3feet size including painting and required lettering as

per standard specifications

No. 1 3000.00



Executive Engineer

PRI Div Eluru

Page 58 of 89



Name of the work:

Estimate Cost:

Rs 315.00 Lakhs

Type Rates

Initial cost

of material

excluding

seigniorag

e charges

Blastin

g

charge

s

Machine

crushing

charges

Sub Tota

(6+7+8)

1 2 3 4 5 6 7 8 9

L1 Gravel cum Manual Arugolanu 31.00 342.11 98.00 98.00

L2 Coarse Sand for Filling cum Manual Vadapalli 38.00 403.51 285.00 285.00

L3

26.50mm - 4.75mm size

grading B material for granular

sub base

cum Manual

L4Sand (for Granular sub base

2.36mm below )cum Manual Vadapalli 38.00 403.51 285.00 285.00

L5 Sand for Concrete cum Manual Vadapalli 38.00 403.51 385.00 385.00

L6 Stone Dust cum Manual

63-60mm IRC HBG metal cum Manual Pangidi 52.00 526.32 419.00 419.00

40-45mm IRC HBG metal cum Manual Pangidi 52.00 526.32 588.00 70.00 147.00 805.00


Grade II Metal:Consisting of

63mm to 45 mm IRC

HBG/HBT metal 96% and

19mm to 22mm IRC HBG

metal 4%

cum E Tender

L8

Grade III Metal:Consisting of 53mm to

22.4mm IRC HBG/HBT metal 95%

and 20mm to 10 mm IRC HBG metal5%

cum

20mm HBG metal cum Manual Pangidi 52.00 526.32 984.00 70.00 246.00 1300.0012mm HBG metal cum Manual Pangidi 52.00 526.32 780.00 70.00 195.00 1045.00

20mm to 12mm HBG/HBT

graded Metal:Consisting of

20mm metal 60% and12mm

metal 40%

cum E Tender

L7

L9

LEAD STATEMENT (2013-2014 C.S.S.R.)

Comprehensive Development - Providing Internal Roads with CC Drains in SC, ST locali

Material

Name of the

Quarry

Lead in

km

Conveyan

ce

(excluding

Contractor

's Profit

14%)

Material Compon

Page 59 of 89



Type Rates

Initial cost

of material

excluding

seigniorag

e charges

Blastin

g

charge

s

Machine

crushing

charges

Sub Tota

(6+7+8)

1 2 3 4 5 6 7 8 9

Material

Name of the

Quarry

Lead in

km

Conveyan

ce

(excluding

Contractor

's Profit

14%)

Material Compon

L1040 mm nominal HBG/HBT

Graded Metalcum Manual Pangidi 52.00 526.32 588.00 70.00 147.00 805.00

L11

Graded Metal consisting of

60% of 40mm and 40% of

20mm to 10mm graded

HBG/HBT metal

cum

L12 Cement MT October2013 5800.00 5800.00

L13RCC Pipes NP3 class 600mm

ØRmt manual

L14RCC Collars NP3 class

600mm ØRmt

L15 Water kl

L16 Water tanker 6kl Capacity hr 624.00

L17Three wheeled 8-10 T Static

roller @10.00cum /Hr.hr Fixed

L18Tractor with Rotavator @ 25

cum per hour hr Fixed

L19

Mechanical concrete mixer

0.4/0.28 cum capacity fitted

with water measuring device

and preferably also with load

cell.

hr Fixed

L20 Needle Vibrator hr Fixed

L21 Plate vibrator hr Fixed

L22Polythene sheet 125 micron

(240X2.5X1.10=660)

sqmFixed

L23Bitumen primer @ 100ml. Per

joint for 60 joints

tonneManual

29982.73

L24Mastic Pad

2.5x.0.125x60=18.75

sqmFixed

L25Vibrator charges with 60mm

needle vibrator petrrol

hr Fixed

L26

HYSD/TMT/ MS bars

including 5 per cent for

overlaps and wastage

MT Manual

L27 Binding wire kg Fixed

Page 60 of 89



Type Rates

Initial cost

of material

excluding

seigniorag

e charges

Blastin

g

charge

s

Machine

crushing

charges

Sub Total

(6+7+8)Se

e

1 2 3 4 5 6 7 8 9

Material

Name of the

Quarry

Lead in

km

Conveyan

ce

(excluding

Contractor

's Profit

14%)

Material Component

L28 Mason (1st class) day Fixed

L29 Mason (2nd class) day Fixed

L30 Mazdoor (skilled) day Fixed

L31 Mazdoor(Unskilled) day Fixed

L32 Mazdoor (semi-skilled) day Fixed

L33 Blacksmith / Bar bender day Fixed

L34 i) 9.5 mm to 4.75 mm cum Manual

L35 i i)4.75 mm to 2.36 mm cum Manual

L36 5-7 mm HBGM/C Metal cum Manual Pangidi 52.00 526.32 504.00 70.00 126.00 700.00

2.36 -5 mmHBG M/CMetal cum Manual Pangidi 52.00 526.32 308.00 70.00 77.00 455.00

L36Average Rate for Screenings cum

L37

Formwork as per Plinth Beam

centering charges of CSSR cum

Manual 2158

2) Certified that this village is situated within the range of 12km radius in Tanuku municipal area

Executive Engineer Deputy Executive Engineer Mandal En

PRI Div Eluru PRI Sub Dvn Tanuku MPP

1) Certified that the some Item rates are worked out by the Department Communicated rates as per Mandal

Lead and the remining rates to the leads are correct to the best of my knowledge

Page 61 of 89









Sl.



for Grading 2 materialcum 28.80 395.88 11401.34


b) Labour:

Mazdoor(skilled) days 12.08 250.00 3020.00Mazdoor(Unskilled) days 250.00 250.00 62500.00 Add MA @ 20% 65520.00 0.00

Sub- to ta l of Labour Comp onent 65520.00

c) Machinary:

Water tanker 6Kl capacity Hrs 24.00 372.00 8928.00Three wheel 8-10T static roller @10cum per hour Hrs 36.00 920.60 33141.60

Sub- to ta l of Machinery 42069.60

d) Rate per 360.00cum for a compacted thickness of

75mm (a+b+c)118990.94


C: (= e) 330.53

RBR-SBST-5

Unit = Bag

(a) Material

i) Cement kg 250.00 5500.00 1375.00

B(ii): (=a(iii)) 1375.00

RBR-SBST-5

Unit = cum

(a) Material

iii) Aggregates

cum 0.54 1674.28 904.11cum 0.36 1469.28 528.94

As per SSR 1433.05


a) Material



ii) Rate per 1cum 1592.28


Taking Output =1cum

a) Material

cum 0.54 1,577.78 852.00

cum 0.36 1,577.78 568.00

i) Sub-Total for SS5 Metal 1420.00

19

20 Co llec tio n an d s up ply o f Metal fo r Plain vibrated Cement Concrete M 15




machine mixing charges for Side Walls of Side Drains etc., complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and

1204 MORD and 1500, 1700 & 2200 MORTH





Su pp ly an d d eliv ery o f Cem en t fo r Plain vibrated Cement Concrete M 15






Page 65 of 89





Sl.


Unit = cum


(240x2.5 x 0..125)=75cum

c) Material

Cum 40.50 1674.28 67808.34

Cum 27.00 1469.28 39670.56As per SSR 1433.05


a) Material




Taking Output =75cum

a) Materialcum 40.50 1,577.78 63900.09

cum 27.00 1,577.78 42600.06


Rate Approved by quotations 1420.0030 Cement Concrete Pavement

Unit = cum


(240x2.5 x 0..125)=75cum

Construction of un-reinforced, jointed at expansion and construction joint only,

plain cement concrete pavement, thickness as per design, over a prepared sub

base, with 43 grade cement or any other type as per clause 1501.22

M30(Grade), coarse and fine agregates conforming to IS:383 maximum size of

coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than

0.2cum capacity and using approved mix design, laid in approved fixed side form

work (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the form work as per drawing), spreading the

concrete with shovels, rakes, compacted using plate vibrators and finished in

continous operation including provision of contraction and expansion,

construction joints using Mastic pad/ primer, construction joint, admixtures as

approved, curing of concrete slabs for 14 days, and water finishing to lines and

grade as per drawing and technical specification clause 1501.22 including

seignorage charges.(without dowel bars) Exclud ing Cement,Sand,Meta l

Su pp ly an d c ollec tio n o f m etal fo r Construction of un-reinforced, jointed at

expansion and construction joint only, plain cement concrete pavement,

thickness as per design, over a prepared sub base, with 43 grade cement or any

other type as per clause 1501.22 M30(Grade), coarse and fine agregates

conforming to IS:383 maximum size of coarse agregate not exceeding 25mm,

mixed in a concrete mixer of not less than 0.2cum capacity and using approved

mix design, laid in approved fixed side form work (steel channel, laying and fixing

of 125 micron thick polythene film, wedges, steel plates including levelling theform work as per drawing), spreading the concrete with shovels, rakes,

compacted using plate vibrators and finished in continous operation including

provision of contraction and expansion, construction joints using Mastic pad/

primer, construction joint, admixtures as approved, curing of concrete slabs for

14 days, and water finishing to l ines and grade as per drawing and technical

specification clause 1501.22 including seignorage charges.(without dowel

bars)





Page 67 of 89



Sl.


a) Labour

Mason (1st class) day 5.00 315.00 1575.00Mason (2nd class) day 5.00 285.00 1425.00Mazdoor (unskilled) day 150.0 250.00 37500.00Mazdoor(skilled) day 6.00 250.00 1500.00Mazdoor (semi-skilled) day 6.00 250.00 1500.00 Add MA @ 20% 43,500.00

0.00Sub- to ta l for Labou r 43500.00

b) Machinery

Concrete mixer 0.40/0.28cum capacity ( 6 mixers) Hour 36.00 370.00 13320.00Plate vibrator Hour 9.00 42.00 378.00Water tanker 6 Kl. Capacity Hour 5.00 372.00 1860.00

iv) other materials

Polythene sheet 125 micron (240X2.5X1.10=660) sqm 660 15.00 9900.00Bitumen primer @ 100ml. Per joint for 60 joints tonne 0.005 29982.73 149.91Mastic Pad 2.5x.0.125x60=18.75 sqm 18.75 869.00 16293.75

Sub- to ta l for Machinery and Other mater ia ls 41901.66

(d) Formwork @ 3% on material, labour and

machiner % 6+48+a+b) 8029.62

C: 93431.29

1245.75

Unit = Bag

(a) Material

i) Cement kg 330.00 5500.00 1815.0

Payment Particulars for 1cum

B(i): (=a(i)) 1815.00

Unit = cum

(a) Material

iii) Aggregates

cum 0.54 1674.28 904.11

cum 0.36 1469.28 528.94


B(ii)(i)=a(iii) 1433.05As per SSR 1433.05


a) Material


i) Sub-Total for Graded Metal 1592.28ii) Rate per 1cum 1592.28


Taking Output =1cum

31

32

Sup p ly o f Cemen t f or RCC M-20 Nominal mix using 20 mm to 12 mm Graded





Co ll ec ti on a nd Supp ly o f Met al f o r RCC M-20 Nominal mix using 20 mm to 12

mm Graded size crushed hard granite metal including C/c of all materials, taxes,

operational, incidental and labour charges such as machine mixing, laying

concrete, curing etc., complete but excluding cost of steel and its fabrication

charges for finished item of work for Slab over drain.



Page 68 of 89



Sl.


a) Material

cum 0.54 1,577.78 852.00

cum 0.36 1,577.78 568.00


Rate Approved by Quotations 1420.00

Unit = cum

(b) Labour

Mate day 0.00 0.00Mason (1st Class) day 0.10 315.00 31.50Mazdoor (Unskilled) day 1.39 250.00 347.50 Add MA @ 20% 379.00 0.00

Sub- to ta l for Labou r

c) Machinery 379.00Concrete mixer 0.4/0.28 cum capacity hr / cum 0.40 370.00 148.00Vibrator charges with 60mm needle vibrator petrrol

hour

0.4042.00 16.80

Water tanker 6 kl capacity hour 0.13 372.00 48.36

Sub- to ta l for Machinary 213.16

d) For formwork @10% on (a+b+c):

%

0.10(task

51+52+54

+b+c)

416.63

C: 1008.79

Supplying HYSD bar reinforcement in slab over drain

etc.,complete(a) Material

HYSD/TMT/ MS bars including 5 per cent for overlapsand wastage

MT 1.050 42500.00 44625.00

C=(a) 44625.00Engaging labour for fitting and placing HYSD bar



(a) Labour

Blacksmith / Bar bender day 10.00 285.00 2850.00Mazdoor (Unskilled) day 10.00 250.00 2500.00b)Binding wire kg 6.00 65.00 390.00 Add MA @ 20% 5350.00 0.00

c. Sub- to ta l for Labour& Binding w ire 5740.00

C: (=c) 5740.00



Executive Engineer

PRI Div Eluru

37

38

36



RCC M-20 Nominal mix using 20 mm to 12 mm Graded size crushed hardgranite metal including C/c of all materials, taxes, operational, incidental and

labour charges such as machine mixing, laying concrete, curing etc., complete

but excluding cost of steel and its fabrication charges for finished item of work for

Slab over drain exclud ing c ement,metal and sand

Page 69 of 89



Name of the work:

Estimate Cost:

Rs.315.00Lakhs

Type Rates

Initial cost

of material

excluding

seigniorag

e charges

Blastin

g

charge

s

Machine

crushing

charges

Sub Tota

(6+7+8)

1 2 3 4 5 6 7 8 9



L3

26.50mm - 4.75mm size


sub base

cum Manual



L5 Sand for Mortar cum Manual Vadapalli 38.00 389.65 335.00 335.00


63-60mm IRC HBG metal cum Manual Pangidi 52.00 490.53 378.00 378.00




63mm to 45 mm IRC



metal 4%

cum E Tender

L8



and 20mm to 10 mm IRC HBG metal5%

cum

20mm HBG metal cum Manual Pangidi 52.00 490.53 891.00 70.00 222.75 1183.7512mm HBG metal cum Manual Pangidi 52.00 490.53 727.00 70.00 181.75 978.75



20mm metal 60% and12mm

metal 40%

cum E Tender

L7

L9

LEAD STATEMENT (2012-2013 C.S.S.R.)

Comprehensive Development - Providing Internal Roads with CC Drains in SC, ST locali

Material

Name of the

Quarry

Lead in

km

Conveyan

ce

(excluding

Contractor

's Profit

14%)

Material Compon

Page 70 of 89



Type Rates

Initial cost

of material

excluding

seigniorag

e charges

Blastin

g

charge

s

Machine

crushing

charges

Sub Total

(6+7+8)

1 2 3 4 5 6 7 8 9

Material

Name of the

Quarry

Lead in

km

Conveyan

ce

(excluding

Contractor

's Profit

14%)

Material Compon



L11



20mm to 10mm graded

HBG/HBT metal

cum

L12 Cement Aprial & May 2013 MT Febuary2013 4500.00 4500.00

Cement June 2013 MT Jun-13 5500.00 5500.00

L13RCC Pipes NP3 class 600mm

ØRmt manual

L14RCC Collars NP3 class

600mm ØRmt

L15 Water kl

L16 Water tanker 6kl Capacity hr 372.00

L17Three wheeled 8-10 T Static

roller @10.00cum /Hr.hr Fixed

L18Tractor with Rotavator @ 25

cum per hour hr Fixed

L19

Mechanical concrete mixer

0.4/0.28 cum capacity fitted

with water measuring device

and preferably also with load

cell.

hr Fixed

L20 Vibrator hr Fixed

L21 Plate vibrator hr Fixed

L22Polythene sheet 125 micron

(240X2.5X1.10=660)

sqmFixed

L23Bitumen primer @ 100ml. Per

joint for 60 joints

tonneManual

29982.73

L24Mastic Pad

2.5x.0.125x60=18.75

sqmFixed

L25Vibrator charges with 60mm

needle vibrator petrrol

hr Fixed

L26

HYSD/TMT/ MS bars

including 5 per cent for

overlaps and wastage

MT June-13

Page 71 of 89





Sl.


Remark

s

Linkage

with Lead

1 2 3 4 5 6 7

Taking Output = 360 cum

a) Materials


for Grading 2 materialcum 28.80 328.96 9474.05 L1


b) Labour:

Mazdoor(skilled) days 12.08 215.00 2597.20 L30

Mazdoor(Unskilled) days 250.00 215.00 53750.00 L31

Add MA @ 20% 56347.20 0.00Sub- to ta l of Labour Comp onent 56347.20

c) Machinary:

Water tanker 6Kl capacity Hrs 24.00 345.00 8280.00 L16

Three wheel 8-10T static roller @10cum per hour Hrs 36.00 844.40 30398.40 L17

Sub- to ta l of Machinery 38678.40

d) Rate per 360.00cum for a compacted thickness of

75mm (a+b+c)104499.65


C: (= e) 290.28

Executive Engineer Deputy Executive Engineer Mandal Engineering Officer

PRI Div Eluru PRI Sub Dvn Tanuku MPP Iragavaram

SUPPLEMENTRY DATA 2011-12

1 Spreading & compaction of the collected mixer of stone aggregates in uniform

thicknesses and with good gravel for blindage, hand packing and rolling with 8-

l0T Power Road Roller in stages to proper grade and camber with required

waterings and compacting to the required density grading 2 as per technical

specifications clause 405 MORD/404 MORTH keeping the rolled surface wet for a period of 15 days including brooming for (91 mm loose to 75 mm compacted)

(CSSR)

RBR-SBBS-9(A)(II)(i), Pg338 of revised data Part II for Roads and bridges





Name of the work:

Estimate Cost:

Rs.315.00Lakhs

Type Rates

Initial cost

of material

excluding

seigniorag

e charges

Blastin

g

charge

s

Machine

crushing

charges

Sub Total

(6+7+8)

A

Seig

e ch

1 2 3 4 5 6 7 8 9 1



L3

26.50mm - 4.75mm size


sub base

cum Manual



L5 Sand for Mortar cum Manual Vadapalli 38.00 319.47 285.00 285.00


L7


63mm to 45 mm IRC



metal 4%

cum E Tender

L8



and 20mm to 10 mm IRC HBG metal

5%

cum

L9



20mm metal 60% and12mmmetal 40%

cum E Tender



L11



20mm to 10mm graded

HBG/HBT metal

cum

L12 Cement MT Etender 4780.00 4780.00

LEAD STATEMENT (2011-2012 S.S.R.)

Material

Name of the

Quarry

Lead in

km

Conveyan

ce

(excluding

Contractor

's Profit

14%)

Material Component

Comprehensive Development - Providing Internal Roads with CC Drains in SC, ST localities in





Type Rates

Initial cost

of material

excluding

seigniorag

e charges

Blastin

g

charge

s

Machine

crushing

charges

Sub Total

(6+7+8)

Add

Seigniora

e charge

1 2 3 4 5 6 7 8 9 10

Material

Name of the

Quarry

Lead in

km

Conveyan

ce

(excluding

Contractor

's Profit

14%)

Material Component

L34 i) 9.5 mm to 4.75 mm cum Manual

L35 i i)4.75 mm to 2.36 mm cum Manual

L36 5-7 mm HBGM/C Metal cum Manual Pangidi 52.00 416.49 430.00 70.00 107.50 607.50 50.0

2.36 -5 mmHBG M/CMetal cum Manual Pangidi 52.00 416.49 260.00 70.00 65.00 395.00 50.0

L36Average Rate for Screenings cum

L37

Formwork as per Plinth Beam

centering charges of CSSR cum

Manual 1788

2) Certified that this village is situated within the range of 12km radius in Tanuku municipal area

Executive Engineer Deputy Executive Engineer Mandal Engineer

PRI Div Eluru PRI Sub Dvn Tanuku MPP Iragav

1) Certified that the some Item rates are worked out by the Department Communicated rates as per Mandal Averag

Lead and the remining rates to the leads are correct to the best of my knowledge





Rate Per

Unit

Amount Rate Per

Unit

Amount E

(in Rs) (Rs.) (in Rs) (Rs.) (

S.

No

Task Name Qty Qty

811.77 14.70 11933 811.75 14.70 11933

3434.03 16.64 57142 875.32 16.64 14565

2522.21 16.64 41969

4245.80 69075 4209.28 68467

811.77101.69 82549 811.75 101.69 82547

3434.03110.46 379322 875.32 110.46 96688

2522.21 126.96 320219

4245.80 461871 4209.28 499453

427.54 1149.50 491454 427.54 1149.50 491457

1553.561149.50 1785814 789.18 1280.00 1010150

747.05 1401.32 1046861

1981.10 2277269 1963.77 2548469

427.54232.26 99299 427.54 232.26 99300

1553.56256.03 397753 789.18 256.03 202054

747.05 276.92 206872

1981.10 497052 1963.77 508226

427.54 290.28124104 427.54 321.58 137488

1553.56 330.53513498 789.18 366.93 289574

747.05 425.26 317690

1981.10 637602 1963.77 744753

9CC30.Spreading & compact ion of the col lected mixer of stone


blindage, hand packing and rolling with 8-l0T Power Road Roller in

stages to proper grade and camber with required water ings and

compacting to the required density grading 2 as per technical

specifications clause 405 MORD/404 MORTH keeping the rolled

surface wet for a period of 15 days including brooming for (91 mm

loose to 75 mm compacted) (CSSR)

8

CC28.Supply and collection of mixer of stone aggregates having

50% of 60-63mm HBG metal ,46% of 40-45mm HBG metal and 4%

of 19-22mm HBG metal including cost ,conveyance, seigniorage

charges, loading, unloading and stacking to departmental gauge for

pre measurements for WBM Grade.II surfaces per MORD

standards (91mm loose to 75 mm compacted) (CSSR) excluding

Grade II Metal

7CC26.Supply and collection of mixer of stone aggregates having

50% of 60-63mm HBG metal ,46% of 40-45mm HBG metal and 4%

of 19-22mm HBG metal including cost ,conveyance, seigniorage

charges, loading, unloading and stacking to departmental gauge for

pre measurements for WBM Grade.II surfaces per MORD

standards (91mm loose to 75 mm compacted) (CSSR) excluding

screenings

CC25.Compaction of collected gravel / sand / stonedust / coarse

graded material Grade B / Grade III to OMC using 8-l0T Static Road

Rol ler to achieve CBR value not less than15 and plastici ty index

<6% with required waterings and keeping the rolled surface wet for

a period of 15 days as per standards for Sub Base (CSSR)

6

CC24.Engaging unskilled labour for spreading the collected Gravel

with sand / stonedust / coarse graded material Grade B / Grade III

and sectioning to sub base & shoulders (RSSR)

5

Page 79 of 97



Rate Per

Unit

Amount Rate Per

Unit

Amount

(in Rs) (Rs.) (in Rs) (Rs.)

S.

No

Task Name Qty Qty

50.42 71.08 3584 50.42 71.08 3584

6689.83 80.47 538331 10.15 80.47 817

2367.58 80.47 190519

6740.25 541915 2428.15 194920

1921.57 1125.00 2161766 5.08 1375.00 6984

0 887.73 1450.00 1287203

1921.57 2161766 892.81 1294187

1921.57 1125.00 2161766 5.08 1420.00 7214

0 887.73 1551.89 1377651

1921.57 2161766 892.81 1384865

1921.57 347.83 668383 5.08 347.83 1767

887.73 378.48 335991

1921.57 668383 892.81 337758

12

CC41.Collection and supply of Metal for Plain vibrated Cement

Concrete M 15 grade using 67% of 20mm HBG graded metal &

33% of 12mm HBG graded metal mechanically mixed including

cost and conveyance of all materials inclusve of seignorage

charges,centering ,laying, vibrating and curing and machine mixing

charges for Side Walls of Side Drains etc., complete as per

drawings and technical specification Clauses 802, 804, 805, 806,

807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH


grade using 67% of 20mm HBG graded metal & 33% of 12mm HBG

graded metal mechanically mixed including cost and conveyance

of all materials inclusve of seignorage charges,centering ,laying,

vibrating and curing and machine mixing charges for Side Walls of

Side Drains etc., complete as per drawings and technical

specification Clauses 802, 804, 805, 806, 807, 1202 and 1204

MORD and 1500, 1700 & 2200 MORTH

11

CC40.Supply and delivery of Cement for Plain vibrated Cement

Concrete M 15 grade using 67% of 20mm HBG graded metal &

33% of 12mm HBG graded metal mechanically mixed including

cost and conveyance of all materials inclusve of seignorage

charges,centering ,laying, vibrating and curing and machine mixing

charges for Side Walls of Side Drains etc., complete as per

drawings and technical specification Clauses 802, 804, 805, 806,

807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH

10

CC33.Earthwork in excavation for s ide drain structure as per

drawing and technical specifications Clause 305.1 including settingout, construction of shoring and bracing, removal of stumps and

other deleterious material and disposal upto a lead of 50 m,

dressing of sides and bottom and backfilling in trenches with

excavated suitable material as per Technical Specification 305

MORD / 304 MORTH (RSSR)

Page 80 of 97



Rate Per

Unit

Amount Rate Per

Unit

Amount


S.

No

Task Name Qty Qty

1921.57 957.36 1839632 5.08 1043.65 5302

0 887.73 1348.69 1197267

1921.57 1839632 892.81 1202568

2656.88 1575.00 4184578 1386.98 1575.00 2184498

576.89 1925.00 1110513

1315.92 2320.00 3052939

2656.88 4184578 3279.79 6347950

14

CC45.Plain vibrated Cement Concrete M 15 grade using 67% of

20mm HBG graded metal & 33% of 12mm HBG graded metalmechanically mixed including cost and conveyance of all materials

inclusve of seignorage charges,centering ,laying, vibrating and

curing and machine mixing charges for Side Walls of Side Drains

etc., complete as per drawings and technical specification Clauses

802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 &

2200 MORTH

15


reinforced, jointed at expansion and construction joint only, plain

cement concrete pavement, thickness as per design, over a

prepared sub base, with 43 grade cement or any other type as per

clause 1501.22 M30(Grade), coarse and fine agregates conformingto IS:383 maximum size of coarse agregate not exceeding 25mm,

mixed in a concrete mixer of not less than 0.2cum capacity and

using approved mix design, laid in approved fixed side form work

(steel channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levell ing the form work as per

drawing), spreading the concrete with shovels, rakes, compacted

using plate vibrators and finished in continous operation including

provision of contraction and expansion, construction joints using

Mastic pad/ primer, construction joint, admixtures as approved,

curing of concrete slabs for 14 days, and water finishing to lines

and grade as per drawing and technical specification clause


Page 81 of 97



Rate Per

Unit

Amount Rate Per

Unit

Amou

(in Rs) (Rs.) (in Rs) (Rs.

S.

No

Task Name Qty Qty

2656.88 1125.00 2988984 1963.87 1420.00 2788

1315.92 1551.89 2042

2656.88 2988984 3279.79 4830

2656.88 326.09 866387 1963.87 326.09 640

1315.92 354.83 466

2656.88 866387 3279.79 1107

CC49.Supply of Sand for Construction of un-reinforced, jointed at

expansion and construction joint only, plain cement concrete

pavement, thickness as per design, over a prepared sub base, with

43 grade cement or any other type as per clause 1501.22


maximum size of coarse agregate not exceeding 25mm, mixed in a

concrete mixer of not less than 0.2cum capacity and using

approved mix design, laid in approved fixed side form work (steel

channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the form work as per




Mastic pad/ primer, construct ion joint, admixtures as approved,

curing of concrete slabs for 14 days, and water fin ishing to lines



17

16

CC47.Supply and collection of metal for Construction of un-

reinforced, jointed at expansion and construction joint only, plain

cement concrete pavement, thickness as per design, over a

prepared sub base, with 43 grade cement or any other type as per

clause 1501.22 M30(Grade), coarse and fine agregates conforming

to IS:383 maximum size of coarse agregate not exceeding 25mm,

mixed in a concrete mixer of not less than 0.2cum capacity and

using approved mix design, laid in approved fixed side form work

(steel channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the form work as per




Mastic pad/ primer, construct ion joint, admixtures as approved,

curing of concrete slabs for 14 days, and water fin ishing to lines



Page 82 of 97



Rate Per

Unit

Amount Rate Per

Unit

Amount


S.

No

Task Name Qty Qty

2656.88 1263.63 3357313 1963.87 1365.23 268113

1315.92 1531.31 201507

2656.88 3357313 3279.79 469621

69.90 1485.00 103806 2.71 1815.00 491

40.20 1914.00 7694

69.90 103806 42.91 8186

19

18

CC51.Construction of un-reinforced, jointed at expansion and

construction joint only, plain cement concrete pavement, thickness

as per design, over a prepared sub base, with 43 grade cement or

any other type as per clause 1501.22 M30(Grade), coarse and fine

agregates conforming to IS:383 maximum size of coarse agregate

not exceeding 25mm, mixed in a concrete mixer of not less than

0.2cum capacity and using approved mix design, laid in approved

fixed side form work (steel channel, laying and fixing of 125 micron

thick polythene film, wedges, steel plates including levelling the

form work as per drawing), spreading the concrete with shovels,

rakes, compacted using plate vibrators and finished in continous

operation inc luding prov is ion of contraction and expansion,


admixtures as approved, curing of concrete slabs for 14 days, and

water finishing to l ines and grade as per drawing and technicalspecification clause 1501.22 including seignorage charges.(without

dowel bars) Excluding Cement,Sand,Metal

CC52.Supply of Cement for RCC M-20 Nominal mix using 20 mm to

12 mm Graded size crushed hard granite metal including C/c of all

materials, taxes, operational, incidental and labour charges such as


excluding cost of steel and its fabrication charges for finished itemof work for Slab over drain.

Page 83 of 97





Rate Per

Unit

Amount Rate Per

Unit

Amount Exce

(in Rs) (Rs.) (in Rs) (Rs.) (in R

S.

No

Task Name Qty Qty

8.50 2560.00 21760 0.129 6810.00 878

3.00 8220.00 24660

8.50 21760 3.129 25538 3

25 CC RW 16 S/F of MS Name Board of s ize 2`.6" x 4` .0" including

painting and required lettering1.00 3000.00 3000.00 1.00 3000.00 3000

26Collection & Supply of good gravel including cost,conveyance,


guage for pre-measurements for blindage,shoulders

1847.34 395.88 731325 1020.24 440.11 449018

27 Engaging unskilled labour for spreading the collected Gravel and

sectioning for Blindage,Shoulders (RSSR)1847.34 16.64 30740 1020.24 16.64 16977

28Compaction of collected well graded granular soil to OMC using 8-

10T Power Road Roller to achieve CBR value not <15% and

plasticity index <6% with required waterings and keeping the rolledsur face wet for a period of 15 days as per MoRD standards for

Shoulders (CSSR)

1847.34 98.26 181520 1020.24 114.24 116552

29 CC RW 18 OP02 Seniorage charges on quantity of metal 6953.49 50.00 347675 6766.33 50.00 338316

30 CC RW 17 O 04 Seniorage charges of gravel 5614.75 22.00 123525 4762.12 22.00 104767

31 CC RW 19 OP 03 Seniorage Charges on quantity of sand 6658.46 40.00 266338 4093.74 40.00 163750

32 Provision for Mastic Pads as perCSSR

33 CC RW 21 CP01 VAT @ 4% / 5% 1074498 1102354 27

34 CCRW 22 OP06 QC Charges @ 0.50% 139701 142444 2

35 Provision for Price Varation Charges 916117 564846

Total 31500000 32062513 6165

-562513

Executive Engineer Deputy Executive Engineer Mand

PRI Div Eluru PRI Sub Dvn Tanuku

CC59.Engaging labour for fitting and placing HYSD bar

reinforcement in slab over drain complete and technicalspecifications including cost of binding wire

24

Page 85 of 97



Lead in KM Sand/ Gravel Metal

1 20.88 18.77

2 29.21 26.32

3 39.04 39.04

4 47.37 47.37

5 55.70 55.70

6 64.03 64.03

7 72.36 72.36

8 80.69 80.69

9 89.02 89.0210 97.35 97.35

11 105.68 105.68

12 114.01 114.01

13 122.34 122.34

14 130.67 130.67

15 139.00 139.00

16 147.33 147.33

17 155.66 155.66

18 163.99 163.99

19 172.32 172.32

20 180.65 180.65

21 188.98 188.98

22 197.31 197.3123 205.64 205.64

24 213.97 213.97

25 222.30 222.30

26 230.63 230.63

27 238.96 238.96

28 247.29 247.29

29 255.62 255.62

30 263.95 263.95

31 270.88 270.88

32 277.81 277.81

33 284.74 284.74

34 291.67 291.67

35 298.60 298.60

36 305.53 305.5337 312.46 312.46

38 319.39 319.39

39 326.32 326.32

40 333.25 333.25

41 340.18 340.18

42 347.11 347.11

43 354.04 354.04

44 360.97 360.97

45 367.90 367.90

46 374.83 374.83

47 381.76 381.76

48 388.69 388.69

49 395.62 395.62

50 402.55 402.55

51 409.48 409.48

52 416.41 416.41

53 423.34 423.34

54 430.27 430.27

55 437.20 437.20

56 444.13 444.13

57 451.06 451.06

58 457.99 457.99

59 464.92 464.92

60 471.85 471.85

CONVEYANCE 2011-2012





CONVEYANCE 2012-2013

Lead in KM Sand/ Gravel Metal

1 24.56 23.42

2 34.39 32.81

3 45.79 45.79

4 55.61 55.61

5 65.44 65.44

6 75.26 75.26

7 85.08 85.088 94.90 94.90

9 104.72 104.72

10 114.54 114.54

11 124.36 124.36

12 134.18 134.18

13 144.00 144.00

14 153.82 153.82

15 163.64 163.64

16 173.46 173.46

17 183.28 183.28

18 193.10 193.10

19 202.92 202.92

20 212.74 212.74

21 222.56 222.5622 232.38 232.38

23 242.20 242.20

24 252.02 252.02

25 261.84 261.84

26 271.66 271.66

27 281.48 281.48

28 291.30 291.30

29 301.12 301.12

30 310.94 310.94

31 319.10 319.10

32 327.26 327.26

33 335.42 335.42

34 343.58 343.5835 351.74 351.74

36 359.90 359.90

37 368.06 368.06

38 376.22 376.22

39 384.38 384.38

40 392.54 392.54

41 400.70 400.70

42 408.86 408.86

43 417.02 417.02

44 425.18 425.18

45 433.34 433.34

46 441.50 441.50

47 449.66 449.66

48 457.82 457.8249 465.98 465.98

50 474.14 474.14

51 482.30 482.30

52 490.46 490.46

53 498.62 498.62

54 506.78 506.78

55 514.94 514.94

56 523.10 523.10

57 531.26 531.26

58 539.42 539.42

59 547.58 547.58



60 555.74 555.74

61 563.90 563.90

62 572.06 572.06

63 580.22 580.22

64 588.38 588.38

65 596.54 596.54

66 604.70 604.70

67 612.86 612.86

68 621.02 621.0269 629.18 629.18

70 637.34 637.34

71 645.50 645.50

72 653.66 653.66

73 661.82 661.82

74 669.98 669.98

75 678.14 678.14

76 686.30 686.30

77 694.46 694.46

78 702.62 702.62

79 710.78 710.78

80 718.94 718.94

81 727.10 727.10

82 735.26 735.2683 743.42 743.42

84 751.58 751.58

85 759.74 759.74

86 767.90 767.90

87 776.06 776.06

88 784.22 784.22

89 792.38 792.38

90 800.54 800.54

91 808.70 808.70

92 816.86 816.86

93 825.02 825.02

94 833.18 833.18

95 841.34 841.3496 849.50 849.50

97 857.66 857.66

98 865.82 865.82

99 873.98 873.98

100 882.14 882.14

101 890.30 890.30

102 898.46 898.46

103 906.62 906.62

104 914.78 914.78

105 922.94 922.94

Documents

Model Working Estimate_NREGS